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I
PROCEEDINGS
For the Fifth International Conference
kerpiç'16
Cultural Landscape:
Rebuilding after Decay
17-18 December 2016
Organized by
Istanbul Aydın University
Kerpiç Network
II
ISBN:..................................
Proceedings for the
5. International Conference kerpiç'16
Cultural Landscape:
Rebuilding after Decay
17-18 December 2016
Organized by
Istanbul Aydın University
Kerpiç Network
Themes of the Conference
1. Rebuilding cultural landscape after disaster, war, terrorism
2. Social, cultural, touristic reuses of heritage
3.Commercial development
4. Changes in traditional heritage value of society
5. Housing environment
6. Standards and guidelines for rebuilding
7. Advances in researches
Printed by
Print Date
DECEMBER 2016
III
Conference Chair
Prof.Dr.Bilge IŞIK
Book Editor
Prof.Dr. Bilge IŞIK
Associate Editor
Asst.Prof.Dr. Gökçen F. Yücel
Conference Secretary
Asst.Prof.Dr. GökçenFirdevs YÜCEL
Organizing Committee
Prof. Dr. Bilge IŞIK
(Istanbul Aydın University)
Asst.Prof.Dr. GökçenFirdevs YÜCEL
(Istanbul Aydın University)
Asst. Prof. SeyhanYardımlı
(Istanbul Aydın University)
Book Graphic Design
Instructor Ozan Sagat
Istanbul Aydın University
Faculty of Architecture and Design
Beşyol, Florya, Istanbul, Turkey
htpp://www.aydin.edu.tr
info@aydin.edu.tr
http://kerpicc2016.wixsite.com/kerpic2016
IV
Dear Colleagues,
Istanbul Aydin University and The Kerpiç Network are pleased to welcome you to the fifht
International Conference on kerpic’16 - Cultural Landscape: Rebuilding after Decay,17-
18December 2016, Istanbul, Turkey.
Kerpiç–network is carrying researches over thirty years on durability, seismic response and
production techniques on earthen construction material. Durability researches are based
on gypsum & lime stabilization of earth, called “alker”; seismic response researches are
based on horizontal energy dissipation surfaces in the load bearing walls and production
techniques are based on compacting and shote-crete production of earthen walls
The conference scope will focus on Diyarbakır‐ SUR area in Turkey or on nearly problems
arround the world, and the study will range from the graduate programs, preparing the
students to the contemporary knowledge and skills, and bring together the academics and
professionals to exchange findings and experience. It will be an opportunity to understand
the strategy and the advances of the Cultural Landscape.
Our deepest thanks goes to ICOMOS, ISCEAH members who supported the conference as
scientific committee.
It is our pleasure to welcome you to the international conference kerpic’16.
Prof. Dr. Bilge IŞIK, Conference Chair
V
HONOUR COMMITTEE
Mustafa AYDIN, Dr.,Istanbul Aydin University Board of Trustees Chairman
Yadigar IZMIRLI, Prof.Dr.,Rector,Istanbul Aydin University
Turhan Nejat ARAL,Prof.Dr., Dean, Istanbul Aydin University, Faculty of Architecture and Design
HüseyinErol AKATA,Prof.Dr., Dean, Istanbul Aydin University, Faculty of Engineering
Murat ERGİNÖZ, Prof.Dr., Head of Interior Architecture Department
Prof.Dr. Hasan SAYGIN,Prof.Dr., Istanbul Aydin University, Faculty of Engineering
SCIENTIFIC COMMITTEE
Bilge IŞIK, CONFERENCE CHAIR, ICOMOS ISCEAH (International Scientific Committee of
Earthen Architectural Heritage), Istanbul Aydin University
Turhan Nejat ARAL (IAU‐TR),
Murat ERGİNÖZ (IAU‐TR),
Fatma SEDES (IAU‐TR),
Zülküf GÜNELİ (Dicle Uni‐TR),
Eser GÜLTEKİN (Çoruh,Uni. TR),
Dilek YILDIZ (İTÜ‐TR),
Şefika ERGİN (Dicle Uni.‐TR),
Tülay TULUN (İTÜ‐ TR),
Hüseyin AYATULLAHI (Yazd Uni.‐Iran),
Mohammad Yosof ALAIDAROOS (ICOMOS‐Saudi Arabia),
Randolph LANGENBACH (USA),
Marcial BLONDET (ISCEAH‐Peru),
Severio MECCA (Uni.Florence‐Italy),
Gouhar SHEMDIN (ISCEAH‐Canada),
Humberto VARUM (ISCEAH‐ Portugal),
Rasool VATANDOUST (ISCElAH‐ Iran),
Pete WALKER (ISCEAH‐ Director BRE Centre, England).
VI
Kerpic’16 - Cultural Landscape: Rebuilding after Decay,
5. International Conference
17-18 December 2016, Istanbul Aydın University, Turkey
OPENING REMARKS
Speaker 1. Prof.Dr. Bilge IŞIK (Conference Chair)
Speaker 2. Prof.Dr. Yadigar IZMIRLI (Rector)
Speaker 3. Prof.Dr. CelalNazımİrem (Unesco Chair, IAU)
VII
CONTENTS
1. Prof. Dr. MarcialBlondet, Nicola Tarque, Julio Vargas,
Pontifical Catholic University, Lima, Peru
(Re)construction of earthquake-resistant earthen buildings
1
2. Assoc.Dr. F. MeralHalifeoğlu,
Dicle University Faculty of Architecture, Diyarbakır, Turkey
The culture of the city regaining a historical mansion in Diyarbakır: CemilPasa
mansion
10
3. Assoc.Dr. Kamuran Sami,
Dicle University Faculty of Architecture, Diyarbakır, Turkey
Diyarbakır historical Suriçi and a conflicting environment: a cultural heritage with its
color fadded and devastation of collective memory
18
4. Assoc.Dr. Seyed Mohammad Hossein Ayatollahi, Fatemeh M. Bafghi, Amir
S.Pakseresht,
Yazd University, School of Art and Architecture, Yazd, IRAN
The role of wind as a generator of cultural landscape in desert climate of Iran
19
5. Dr. SomayehOmidvari, Elaheh Golzari,
Yazd University School of Art and Architecture, Yazd, Iran
Tourism of Qanat: renewal after drought
27
6. Asst.Prof.Dr. NerimanFarahza, Sassan Seyedkalal, Yazd University School of
Art and Architecture, Yazd, Iran
Vazir historical complex: past, present, future
conservation, restoration, rehabilitation and revitalization
35
7. Prof.Dr.ZülküfGüneli,
IAU, Faculty of Architecture and Design, Istanbul,Turkey
Urban texture and identity from past to present in Diyarbakır Suriçi
44
8. Dr.ŞenizAtik, AltanAtik, MerveÖzkılıç,
IAU, Faculty of Architecture and Design, Istanbul, Turkey
Reconstruction of cultural landscape after disasters
45
9. AyselTarım, Asst.Prof.Dr. SibelHattap,
Mimar Sinan Fine Arts University, Istanbul, Turkey
Global rebuilding: Cumalıkızık Case
58
10. Asst.Prof.Dr. Murat DAL,Munzur University,
Department of Civil Engineering, Tunceli, Turkey
Decay occuring in the structure in the adobe materials
71
VIII
11. Asst.Prof.Dr. FatmaSedes,
IAU, Architecture Restoration Program, Istanbul, Turkey
Man’s decay to historical environment in Zeyrek: a change on the physical texture
81
12. Asst.Prof.Dr. ŞefikaErgin,Dicle
University Faculty of Architecture, Diyarbakır, Turkey
Cultural landscape in the rural settlements of Diyarbakır province
92
13. Chiara Braucher, MattiaGiandomenici,
Genova, Italy
Lessons from Van territory (step 1) adobe construction heritage, technics
105
14. Asst.Prof.Dr. SeyhanYardımlı, Murat Dal,
Istanbul Aydin University Faculty of Architecture and Design, Istanbul, Turkey
Water deterioration in adobe structures and measures to take
120
15. Negar Javadi, Sara Khooshro,
Iran
Temporary Accommodation and Build shelter for survivors of disasters (Sur-Turkey)
129
Kerpic16 - Cultural Landscape, Rebuilding After Decay
International Conference
Istanbul Aydin University, Istanbul, 17 December 2016
120
Water deterioration in adobe structures and measures to take
Seyhan YARDIMLI, Murat DAL
Istanbul Aydın University, Munzur University
seyhanyardimli@aydin.edu.tr, muratdal@munzur.edu.tr
ABSTRACT
Having met habitation needs since antiquity,
adobestructuresarestilluseddespitethetechnologicaldevelopments of our age. Concurrently,
it is knownthatthesestructuresarestill of decentquality in
regardstocontrollingheatandmoisture. One of themostimportantproblems of
adobestructurethatareusedforsomanyyears is thefacttheyareweakwhen it
comestowaterresistance.
Just as adobestructures can be erectedbyfirsthavingthemudprepared in
theconstructiondryout in themolds, they can also be
constructedbypouringandcompressingintothemoldsto form thestructurewalls.
Amongstimportantmethods in protectingthesestructuresagainstwaterare; to form a
drainageandrockfoundationforwatercomingfromground-
levelandtoraisethestructurefromgroundlevel. Measurestotake in
protectingthestructure’souterwallsurfacesfromwaterwould be tomakeuse of
overhangingeaves as well as utilizing a moredurabletype of plaster. Theuse of water-
resistancecoatingmaterialsandplumbinginsulationwheredeemednecessaryensureswetspaces
inside thestructureareprotectedagainstwater.
Constructingthesestructuresbytakingpreventivemeasuresanddetailingthem in
waysthatwillprotectthemagainstwaterwillextendthe life of
thesestructuresandincreasethecomfortwhiletheyareinhabited.
Keywords: Adobe structure, water deterioration, water preventive measures
1 INTRODUCTION
Adobe is a ratherimportantconstructionmaterialthat has met
people’shabitationneedsforthousands of years. It is stillused in manyregionstoday.
Becauseit’sone of thecheapestandleastproblematicconstructionmaterialsthat can be
produced, therearenowastematerialstorecycleand it doesn’tdamagetheenvironment.
Thesestructuresofferhighthermalcomfort as
theirthickwallseasilypreservetheinnerstructuretemperature in hot andcoldenvironments.
Thehumiditybalance is easierfacilitated. Whileadobeprovidesstructureswith a number of
advantages, it also has itsweaknesses, particularlyitsvulnerabilityagainstwater.
Studiesregardingthehistoricalprocess in dealingwithadobe’smoisture problem as well as
takingprecautionsandmeliorationcontinuetoday. Deformationthatoccurs in buildingsurfaces
of adobestructures can be observed in a manner of physicalorchemicalerosion.
Withphysicaleffects, windintensityincreasestheproportion of
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16 - Cultural Lan
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ul Aydin Universi
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YPES OF A
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ngtheproduc
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in orderto
truction [2]
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affectedbyra
[1].
atoccurwitha
ADOBE MA
ntthatbuildin
dimensionst
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erialmadeby
cedbyeitherp
pouringintom
form a
ctionprocess
andproductio
ng, clay, sa
oincreasethe
.
Figure
Wall constr
of an adobe
hod [4].
ding After Decay
December 2016
ainorsnow,
Thegoal
adobestruct
ATERIAL
ngconstructi
thesedays. D
populationl
ymixingwat
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and, lime, gr
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121
but what
of
turesandtake
USED IN C
iontechnolo
Despitethis,
live in earth
terandsoilw
dintomolds
reused in th
aph 1).
in
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ravelandocc
terial’sdurab
g out adobe m
g the metho
using the (b
m
is reallym
thisstudy
eupsolution
CONSTRU
ogy
, it’sestimat
henstructure
withoutapply
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casionallyso
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material in
od of casting
b) An examp
mud is poure
mostcrucial
y is
nsthatmay be
UCTION
has
tedthataroun
es in thisday
yinganyheat
ndimension
or else pour
tives can
orderto
rdingtothere
omecement
hesiveness
molds [3].
g adobe into
ple of an ado
d into a mold
l is theim
toaddre
e recommen
taken
nd a thirdor
yand time. A
t. Adobest
nsandletting
reddirectlyi
be mix
oincreasere
egion. H
at lowratio
in itsusage
o a wall mo
obe building
d in Vietnam
mpact of
esswater-
nded.
on
reven as
Adobe is
tructures
g it dry
intomold
xed in
sistance.
However,
os can be
e in the
old
g in which
m [5].
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16 - Cultural Lan
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ul Aydin Universi
ETAILS IN
be structure
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ure 3. A loss
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N PROTEC
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ures [6].
remnants
chnique was
Figure 2).
Figure 2. Ça
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ce wheneve
s of mass se
ce, some de
uctures that
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l as the roo
ding After Decay
December 2016
CTING ADO
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ter-related p
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OBE STRU
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e breakdown
water.
used throug
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UCTURES
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n of an adob
ghout history
water and th
can be from
se, plumbin
AGAINST
rotected from
general cau
öyük indica
nd that a gr
500 B.C.E.)
an disintegr
ked or stron
be block un
y as well as
hese preser
m the founda
ng water in
T WATER
m the eleme
use of deter
ate that the
reat deal of
) [7].
rate easier w
ng cohesives
nder the influ
s today in pr
rvations stu
ation, the ou
n spaces in
ents in a
rioration
e adobe
its walls
with the
s are not
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rotecting
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16 - Cultural Lan
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ul Aydin Universi
cture such a
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Protective m
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Figure 4.
und water m
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idity.
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as the kitche
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om the struc
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ding After Decay
December 2016
en or bathro
se elements
aken at the
ne of the gre
and rises upw
use it makes
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cture by app
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undation and
nstallation f
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diagram re
vided in Fig
om water in
is to erect t
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at bottom o
123
oom can be
s have been
e foundation
eatest moist
wards from
s constant co
serve the w
plying the tr
er away from
d structure f
for the prese
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egarding the
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n adobe stru
the adobe st
available. T
struction m
t and involv
rete foundat
all
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A
im
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the founda
ontact. The
alls of the s
raditional dr
m the structu
floor will en
ervation of s
re walls as
e ways wate
uctures, one
tructure ove
The adobe
ethod (Fig.
ves more la
tion will pr
Alleviation o
mproved dr
actor. Preve
pon in this st
e level again
in structure
tion and cau
foundation
structure. Fo
rainage met
ure but inst
nsure a heal
structure fou
long as wa
er impacts u
e of the trad
er a stone f
homes in
6 a, b). Of
abor. For thi
rotect the str
of damp pro
rainage
ntive measu
tudy.
nst ground
es. Ground w
uses damag
ns also need
or this, wate
thod (Figure
alling separ
lthier and lo
undations [
ater is not c
upon a struc
ditional cons
foundation,
Yalvaç, Isp
f course, pu
is reason, fo
ructure wal
oblems by
ures that
dwater
water
ge at the
to be
er is
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rate
onger
8].
onveyed
cture and
struction
whereas
parta are
utting up
or adobe
l against
Kerpic1
Interna
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Figu
16 - Cultural Lan
ational Conferenc
ul Aydin Universi
F
ure 6 a. An
Figure 6
ndscape, Rebuild
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Figure 5. Pr
n adobe hou
6 b. An adob
ding After Decay
December 2016
roblems tha
se with a ro
Ya
e wall applic
124
at seen in wa
ock foundati
alvaç, Ispart
cation over a
so
alls beneath
ion on Engi
ta [10].
a stone wall i
ocle
h the ground
in Sokak in
in the Yalvaç
d [9].
the Kaş Dis
ç Kaş district
strict of
t
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the a
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3.2 P
Wall
the f
outer
the e
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How
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16 - Cultural Lan
ational Conferenc
ul Aydin Universi
ing the stru
adobe struct
or concrete
F
Preservatio
ls of adobe
force of rain
r facade. Pl
elements as
dobe materi
ace.
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tive is also u
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Figure 8.
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ucture over t
tures from t
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Figure 7. A
on Precauti
structures a
ndrops that
laster is app
well as to o
ial that is a
the widespr
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on material
pillarities, c
ackups later
. Damage in
30-50cm
Stoneorconcrete
ding After Decay
December 2016
the ground
the floor by
ect the wall
n applicatio
ons Agains
are easily a
increases w
plied to the
obtain a stra
applied by
read use of
ese structure
ls in these t
cement-base
r on (Figure
n a structure
Stoneorconcrete
RAIN
125
is also an i
around 30-
against wat
on of adobe
st Rain and
affected by
with impacti
surface in
aight surfac
spreading i
f cement in
es. While ce
types of app
ed plaster tr
e 8) [ 11].
e in which c
N
important a
-50 cm with
ter (Figure 7
walls raise
d Snow Wa
outside we
ing winds c
order to pro
ce. Plaster is
it in a man
the 20th
ce
ement is har
plications, o
raps water i
cement-base
nd necessar
h water-resi
7).
d from the f
ter on Out
ather condi
can cause w
otect a struc
s a mortar g
nner that fo
entury, a pla
rder and mo
once water
inside the s
ed plaster w
ry solution.
istant socle
floor.
er Walls
itions. In pa
wear on a str
cture from
generally co
orms a laye
aster with a
ore impervi
seeps into
structure and
was used [11
Raising
(such as
articular,
ructure’s
rain and
omprised
er on the
a cement
ous than
the wall
d causes
1].
Kerpic16 - Cultural Landscape, Rebuilding After Decay
International Conference
Istanbul Aydin University, Istanbul, 17 December 2016
126
Adobe with increased water resilience called ‘alker’ was produced in studies conducted in
our country at ITÜ. This material was obtained by adding lime and plaster-of-paris to the
soil. The application of alker to outer facades rendered the structure’s outer wall more
resilient against water effects [12].
One of the preventive measures taken to protect outer wall surfaces is to increase the
overhang of roof eaves (Figure 9). Thus, a wider surface swath can be protected in this
manner. The width of the eaves applied in the traditional construction method utilized in
our country is 50 cm. However, the protection of outer structure surfaces in regions with
more precipitation will be easier when this is extended to 70-80 cm or more.
Figure 9. A diagram concerning outer facade protection by applying a wide set of eaves.
3.3 Roof Covering on Adobe Structures
Roof coverings on adobe structures vary according to the climate and materials that are
available in the vicinity. A flat roof covering is generally used in arid and low-precipitation
regions. For a flat roof, a ceiling is formed from materials such as bars, reeds or grass over
rafters laid 40 cm apart whereas mud is spread and compressed over this surface. Slanted
roofs fashioned from reeds and covered with roof tiles can be utilized in rainy regions. A
wooden framework is generally used in the construction of these roofs and a top covering
material is spread over them. Examples of roof coverings are provided in Table 2.
3.4 Protective Measures Against Water in Indoor Spaces
Besides water that can have an impact on a structure from outside, we can also encounter
water problems that originate from the plumbing and humidity inside. Indoor water and
moisture sources spaces are found in kitchen and bathroom units. The most important point
to note about the plumbing for both units is that it be installed in such a way as not to cause
water leakage and that floor and walls are coated after making the necessary checks.
The kitchen counter is the wet section of the kitchen. Covering the counter and behind it
with a coating similar to waterproof ceramic will prevent the problem. Ventilation and a
working range hood will be enough to prevent moisture and steam buildup that forms in
the kitchen environment. Because adobe walls feature a humidity stabilizer characteristic.
As for the bathroom unit, the upper surface coatings need to be applied by using water
insulation materials for the floor and walls. The water insulation layer to be applied over
the floor must have a repellent over it, then covered by a ceramic waterproof coating. The
same method is also valid for the walls. If deemed necessary, a wall covering can be made
with cement-based panels with a thickness of around 8-10 mm. As this material will form a
waterproof surface, you can either create a decorative coating or else it can be used it this
way without any coating material.
Kerpic1
Interna
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Tabl
A fl
mud
Struc
mater
const
4 CO
The
their
used
impl
Thes
detai
preca
clima
reaso
econ
they
more
Adob
for m
16 - Cultural Lan
ational Conferenc
ul Aydin Universi
le 2. Examp
at roof ma
[13]
cture and
rials in fl
truction [16]
ONCLUSIO
water effec
solutions w
for many y
ementing si
se solutions
iling solutio
autions wh
ate and geo
ons for pre
nomical. Wh
should bec
e modern m
be structure
many years i
ndscape, Rebuild
ce
ity, Istanbul, 17 D
ples of roof
ade from
a
A
coating
flat roof
V
r
t
ON
ct, which is
were referre
years and ar
imple, easy
s Show dif
ons and add
ile erecting
graphical fe
eferring ado
hile they do
ome more p
methods and
es which ha
in the future
ding After Decay
December 2016
coverings s
Example of
application i
Ahmet Kaya
View of bea
roof coveri
traditional tec
s one of the
ed to in this
re still used
solutions, r
fferences su
ditive mater
g a buildin
eatures whe
obe structu
not constitu
popular and
materials.
ave been use
e.
127
seen on adob
f tile covere
is the Gümü
house [14]
aring rafters
ing made
chniques
e most imp
study. As i
d by a wide
regardless h
uch as me
rials. Theref
ng in regard
ere the adob
ures is bec
ute a suitab
d be encoura
ed for thous
be structure
	
d roof
üşhane
Ree
Cou
s in a
using
Vie
roo
[17
portant prob
is seen, adob
segment, c
how much th
asures to b
fore, it is im
ds to wate
be structure
ause they
le method f
aged as low
sands of ye
es
ed covered
untry, Torqu
ew of a ree
f structur
]
blems of ad
be structure
can be prote
hey seem vu
be taken d
mportant an
r protection
is located. T
are eco-fri
for today’s h
w-rise structu
ars look lik
d roof Co
ay, England
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re
the cob
of Devon
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es, which ha
ected from w
ulnerable to
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nd necessary
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ockington
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Kerpic16 - Cultural Landscape, Rebuilding After Decay
International Conference
Istanbul Aydin University, Istanbul, 17 December 2016
128
5 REFERENCES
[1] AubreyHeathcote K., An InvestigationIntotheErodibility of Earth Wall Units,
Doctor of Philosophy, University of Technology Sydney, Pg: 60, 2002.
[2] http://www.ebaa.asn.au/about/earth-building
[3] https://www.google.com.tr/search?q=kerpiçin+kalıplanarak+kurutulması
[4] https://artcarchitects.wordpress.com/environment/tecnologias-y-estrategias-de-
diseno
[5] https://en.wikipedia.org/wiki/Rammed_earth#/media/File:HouseBuildingInNorthernVietnam.jpg
[6] http://cstones.org/pdfs/uploads/adobe_conservation_handbook_part_2.pdf
[7] http://www.yerelgundem.com/haberler/635344/dunyanin_ilk_yerlesim_yeri_2.html
[8] Keefe L., TheCobBuildings of Devon 2.pdf, RepairandMaintenance,
http://www.devonearthbuilding.com/leaflets/the_cob_buildings_of_devon_2.pdf
[9] Graham P., Mc Henry, Jr. AdobeandRammed Earth Buildings: Design
andConstructions, pp 186 AIA New Mexico, Chapter 13, StrucruralEngineeringfor
Earth Buildings, by Gerald W. May, Ph.D. President, University Of New Mexico,
TheUniversity of Arizona Press Tucson 3UZ4-CHS-T13A, ISBN 13: 978-0-8165-
1124-2, 1989
[10] http://yalvac.bel.tr/index.php?sayfa=kentrehberidetay&h=747
[11] http://cstones.org/pdfs/uploads/adobe_conservation_handbook_part_2. pdf,
allaboutadobepg:52
[12] https://www.xing.com/communities/posts/prof-bilge-isik-kerpic-teknigi-
yayginlastirilmali-dot-dot-dot
[13] http://www.ada-muhendislik.net/
[14] http://www.csb.gov.tr/iller /gumushane/index
[15] https://tr.pinterest.com/cchrisha/cockington-village/
[16] Duran S., Civelek F. Ç., Aktuğlu Y.K., Kerpiç binalarda Çatı ve Cephe
Malzemeleri; Akşehir, Erdoğdu ve Menderes Örnekleri, 8. Ulusal Çatı ve Cephe
Sempozyumu, MSGSÜ, 2016,
[17] https://www.tripadvisor.co.uk/LocationPhoto:DirectLink
-g186259-d524185-i192904768-Cockington_Country

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Water deterioration in adobe structures and measures to take

  • 1. I PROCEEDINGS For the Fifth International Conference kerpiç'16 Cultural Landscape: Rebuilding after Decay 17-18 December 2016 Organized by Istanbul Aydın University Kerpiç Network
  • 2. II ISBN:.................................. Proceedings for the 5. International Conference kerpiç'16 Cultural Landscape: Rebuilding after Decay 17-18 December 2016 Organized by Istanbul Aydın University Kerpiç Network Themes of the Conference 1. Rebuilding cultural landscape after disaster, war, terrorism 2. Social, cultural, touristic reuses of heritage 3.Commercial development 4. Changes in traditional heritage value of society 5. Housing environment 6. Standards and guidelines for rebuilding 7. Advances in researches Printed by Print Date DECEMBER 2016
  • 3. III Conference Chair Prof.Dr.Bilge IŞIK Book Editor Prof.Dr. Bilge IŞIK Associate Editor Asst.Prof.Dr. Gökçen F. Yücel Conference Secretary Asst.Prof.Dr. GökçenFirdevs YÜCEL Organizing Committee Prof. Dr. Bilge IŞIK (Istanbul Aydın University) Asst.Prof.Dr. GökçenFirdevs YÜCEL (Istanbul Aydın University) Asst. Prof. SeyhanYardımlı (Istanbul Aydın University) Book Graphic Design Instructor Ozan Sagat Istanbul Aydın University Faculty of Architecture and Design Beşyol, Florya, Istanbul, Turkey htpp://www.aydin.edu.tr info@aydin.edu.tr http://kerpicc2016.wixsite.com/kerpic2016
  • 4. IV Dear Colleagues, Istanbul Aydin University and The Kerpiç Network are pleased to welcome you to the fifht International Conference on kerpic’16 - Cultural Landscape: Rebuilding after Decay,17- 18December 2016, Istanbul, Turkey. Kerpiç–network is carrying researches over thirty years on durability, seismic response and production techniques on earthen construction material. Durability researches are based on gypsum & lime stabilization of earth, called “alker”; seismic response researches are based on horizontal energy dissipation surfaces in the load bearing walls and production techniques are based on compacting and shote-crete production of earthen walls The conference scope will focus on Diyarbakır‐ SUR area in Turkey or on nearly problems arround the world, and the study will range from the graduate programs, preparing the students to the contemporary knowledge and skills, and bring together the academics and professionals to exchange findings and experience. It will be an opportunity to understand the strategy and the advances of the Cultural Landscape. Our deepest thanks goes to ICOMOS, ISCEAH members who supported the conference as scientific committee. It is our pleasure to welcome you to the international conference kerpic’16. Prof. Dr. Bilge IŞIK, Conference Chair
  • 5. V HONOUR COMMITTEE Mustafa AYDIN, Dr.,Istanbul Aydin University Board of Trustees Chairman Yadigar IZMIRLI, Prof.Dr.,Rector,Istanbul Aydin University Turhan Nejat ARAL,Prof.Dr., Dean, Istanbul Aydin University, Faculty of Architecture and Design HüseyinErol AKATA,Prof.Dr., Dean, Istanbul Aydin University, Faculty of Engineering Murat ERGİNÖZ, Prof.Dr., Head of Interior Architecture Department Prof.Dr. Hasan SAYGIN,Prof.Dr., Istanbul Aydin University, Faculty of Engineering SCIENTIFIC COMMITTEE Bilge IŞIK, CONFERENCE CHAIR, ICOMOS ISCEAH (International Scientific Committee of Earthen Architectural Heritage), Istanbul Aydin University Turhan Nejat ARAL (IAU‐TR), Murat ERGİNÖZ (IAU‐TR), Fatma SEDES (IAU‐TR), Zülküf GÜNELİ (Dicle Uni‐TR), Eser GÜLTEKİN (Çoruh,Uni. TR), Dilek YILDIZ (İTÜ‐TR), Şefika ERGİN (Dicle Uni.‐TR), Tülay TULUN (İTÜ‐ TR), Hüseyin AYATULLAHI (Yazd Uni.‐Iran), Mohammad Yosof ALAIDAROOS (ICOMOS‐Saudi Arabia), Randolph LANGENBACH (USA), Marcial BLONDET (ISCEAH‐Peru), Severio MECCA (Uni.Florence‐Italy), Gouhar SHEMDIN (ISCEAH‐Canada), Humberto VARUM (ISCEAH‐ Portugal), Rasool VATANDOUST (ISCElAH‐ Iran), Pete WALKER (ISCEAH‐ Director BRE Centre, England).
  • 6. VI Kerpic’16 - Cultural Landscape: Rebuilding after Decay, 5. International Conference 17-18 December 2016, Istanbul Aydın University, Turkey OPENING REMARKS Speaker 1. Prof.Dr. Bilge IŞIK (Conference Chair) Speaker 2. Prof.Dr. Yadigar IZMIRLI (Rector) Speaker 3. Prof.Dr. CelalNazımİrem (Unesco Chair, IAU)
  • 7. VII CONTENTS 1. Prof. Dr. MarcialBlondet, Nicola Tarque, Julio Vargas, Pontifical Catholic University, Lima, Peru (Re)construction of earthquake-resistant earthen buildings 1 2. Assoc.Dr. F. MeralHalifeoğlu, Dicle University Faculty of Architecture, Diyarbakır, Turkey The culture of the city regaining a historical mansion in Diyarbakır: CemilPasa mansion 10 3. Assoc.Dr. Kamuran Sami, Dicle University Faculty of Architecture, Diyarbakır, Turkey Diyarbakır historical Suriçi and a conflicting environment: a cultural heritage with its color fadded and devastation of collective memory 18 4. Assoc.Dr. Seyed Mohammad Hossein Ayatollahi, Fatemeh M. Bafghi, Amir S.Pakseresht, Yazd University, School of Art and Architecture, Yazd, IRAN The role of wind as a generator of cultural landscape in desert climate of Iran 19 5. Dr. SomayehOmidvari, Elaheh Golzari, Yazd University School of Art and Architecture, Yazd, Iran Tourism of Qanat: renewal after drought 27 6. Asst.Prof.Dr. NerimanFarahza, Sassan Seyedkalal, Yazd University School of Art and Architecture, Yazd, Iran Vazir historical complex: past, present, future conservation, restoration, rehabilitation and revitalization 35 7. Prof.Dr.ZülküfGüneli, IAU, Faculty of Architecture and Design, Istanbul,Turkey Urban texture and identity from past to present in Diyarbakır Suriçi 44 8. Dr.ŞenizAtik, AltanAtik, MerveÖzkılıç, IAU, Faculty of Architecture and Design, Istanbul, Turkey Reconstruction of cultural landscape after disasters 45 9. AyselTarım, Asst.Prof.Dr. SibelHattap, Mimar Sinan Fine Arts University, Istanbul, Turkey Global rebuilding: Cumalıkızık Case 58 10. Asst.Prof.Dr. Murat DAL,Munzur University, Department of Civil Engineering, Tunceli, Turkey Decay occuring in the structure in the adobe materials 71
  • 8. VIII 11. Asst.Prof.Dr. FatmaSedes, IAU, Architecture Restoration Program, Istanbul, Turkey Man’s decay to historical environment in Zeyrek: a change on the physical texture 81 12. Asst.Prof.Dr. ŞefikaErgin,Dicle University Faculty of Architecture, Diyarbakır, Turkey Cultural landscape in the rural settlements of Diyarbakır province 92 13. Chiara Braucher, MattiaGiandomenici, Genova, Italy Lessons from Van territory (step 1) adobe construction heritage, technics 105 14. Asst.Prof.Dr. SeyhanYardımlı, Murat Dal, Istanbul Aydin University Faculty of Architecture and Design, Istanbul, Turkey Water deterioration in adobe structures and measures to take 120 15. Negar Javadi, Sara Khooshro, Iran Temporary Accommodation and Build shelter for survivors of disasters (Sur-Turkey) 129
  • 9. Kerpic16 - Cultural Landscape, Rebuilding After Decay International Conference Istanbul Aydin University, Istanbul, 17 December 2016 120 Water deterioration in adobe structures and measures to take Seyhan YARDIMLI, Murat DAL Istanbul Aydın University, Munzur University seyhanyardimli@aydin.edu.tr, muratdal@munzur.edu.tr ABSTRACT Having met habitation needs since antiquity, adobestructuresarestilluseddespitethetechnologicaldevelopments of our age. Concurrently, it is knownthatthesestructuresarestill of decentquality in regardstocontrollingheatandmoisture. One of themostimportantproblems of adobestructurethatareusedforsomanyyears is thefacttheyareweakwhen it comestowaterresistance. Just as adobestructures can be erectedbyfirsthavingthemudprepared in theconstructiondryout in themolds, they can also be constructedbypouringandcompressingintothemoldsto form thestructurewalls. Amongstimportantmethods in protectingthesestructuresagainstwaterare; to form a drainageandrockfoundationforwatercomingfromground- levelandtoraisethestructurefromgroundlevel. Measurestotake in protectingthestructure’souterwallsurfacesfromwaterwould be tomakeuse of overhangingeaves as well as utilizing a moredurabletype of plaster. Theuse of water- resistancecoatingmaterialsandplumbinginsulationwheredeemednecessaryensureswetspaces inside thestructureareprotectedagainstwater. Constructingthesestructuresbytakingpreventivemeasuresanddetailingthem in waysthatwillprotectthemagainstwaterwillextendthe life of thesestructuresandincreasethecomfortwhiletheyareinhabited. Keywords: Adobe structure, water deterioration, water preventive measures 1 INTRODUCTION Adobe is a ratherimportantconstructionmaterialthat has met people’shabitationneedsforthousands of years. It is stillused in manyregionstoday. Becauseit’sone of thecheapestandleastproblematicconstructionmaterialsthat can be produced, therearenowastematerialstorecycleand it doesn’tdamagetheenvironment. Thesestructuresofferhighthermalcomfort as theirthickwallseasilypreservetheinnerstructuretemperature in hot andcoldenvironments. Thehumiditybalance is easierfacilitated. Whileadobeprovidesstructureswith a number of advantages, it also has itsweaknesses, particularlyitsvulnerabilityagainstwater. Studiesregardingthehistoricalprocess in dealingwithadobe’smoisture problem as well as takingprecautionsandmeliorationcontinuetoday. Deformationthatoccurs in buildingsurfaces of adobestructures can be observed in a manner of physicalorchemicalerosion. Withphysicaleffects, windintensityincreasestheproportion of
  • 10. Kerpic1 Interna Istanbu thew liqui relat 2 TY It’squ some much a b can (Figu in durin Thes gene used const (a) C mold 16 - Cultural Lan ational Conferenc ul Aydin Universi wallsurfacea idwater edissuestha YPES OF A uiteapparen eincredibled h as half of buildingmate be produc ure 1) andp orderto f ngtheproduc seadditivesa rallyspeakin in orderto truction [2] Table 1. W Construction d casting meth ndscape, Rebuild ce ity, Istanbul, 17 D affectedbyra [1]. atoccurwitha ADOBE MA ntthatbuildin dimensionst f theworld’s erialmadeby cedbyeitherp pouringintom form a ctionprocess andproductio ng, clay, sa oincreasethe . Figure Wall constr of an adobe hod [4]. ding After Decay December 2016 ainorsnow, Thegoal adobestruct ATERIAL ngconstructi thesedays. D populationl ymixingwat pouringmud moldsthatar wall (Gra s ontechnique and, lime, gr eearthenmat e 1. Drying ruction usin e building u 121 but what of turesandtake USED IN C iontechnolo Despitethis, live in earth terandsoilw dintomolds reused in th aph 1). in es can ravelandocc terial’sdurab g out adobe m g the metho using the (b m is reallym thisstudy eupsolution CONSTRU ogy , it’sestimat henstructure withoutapply of certain hemasonryo Someaddit varyaccor casionallyso bilityandco material in od of casting b) An examp mud is poure mostcrucial y is nsthatmay be UCTION has tedthataroun es in thisday yinganyheat ndimension or else pour tives can orderto rdingtothere omecement hesiveness molds [3]. g adobe into ple of an ado d into a mold l is theim toaddre e recommen taken nd a thirdor yand time. A t. Adobest nsandletting reddirectlyi be mix oincreasere egion. H at lowratio in itsusage o a wall mo obe building d in Vietnam mpact of esswater- nded. on reven as Adobe is tructures g it dry intomold xed in sistance. However, os can be e in the old g in which m [5].
  • 11. Kerpic1 Interna Istanbu 3 DE Adob prop for th Whe const rema As f wate used Figu As a secti ongo The surfa 16 - Cultural Lan ational Conferenc ul Aydin Universi ETAILS IN be structure er manner. hese structu n in fact, truction tec ain intact (F F far as today r’s influenc (figure 3). ure 3. A loss consequenc ons of stru oing. manner of w ace as well ndscape, Rebuild ce ity, Istanbul, 17 D N PROTEC es can be qu Today, wat ures [6]. remnants chnique was Figure 2). Figure 2. Ça y’s adobe s ce wheneve s of mass se ce, some de uctures that water’s infl l as the roo ding After Decay December 2016 CTING ADO uite long-las ter-related p of the anc s more adva atalhöyük a structures a r constructi een with the etails were u make cont luence on a of. In addit 122 OBE STRU sting when problems ar cient city anced than i adobe wall r are concerne ion material e breakdown water. used throug tact with w a structure c tion to thes UCTURES they are pr re the most of Çatalhö it is today an remnants (7 ed, they ca l is not bak n of an adob ghout history water and th can be from se, plumbin AGAINST rotected from general cau öyük indica nd that a gr 500 B.C.E.) an disintegr ked or stron be block un y as well as hese preser m the founda ng water in T WATER m the eleme use of deter ate that the reat deal of ) [7]. rate easier w ng cohesives nder the influ s today in pr rvations stu ation, the ou n spaces in ents in a rioration e adobe its walls with the s are not uence of rotecting udies are uter wall nside the
  • 12. Kerpic1 Interna Istanbu struc can b 3.1 P Grou influ found prote move The d wate lastin Grou away preve In or techn this exem stone struc humi M (A or gra 16 - Cultural Lan ational Conferenc ul Aydin Universi cture such a be taken aga Protective m undwater co uences the fo dation and w ected agains ed away fro drainage sy r insulation ng protectio Figure 4. und water m y from the s entive meas rder to prote niques in ou method is mplary when e walls toda ctures, apply idity. oisture pene A) raised gro (B) wall co adient ndscape, Rebuild ce ity, Istanbul, 17 D as the kitche ainst all the measures ta onstitutes on oundation a walls becau st water in o om the struc ystem conve n for the fou on. Drainage in may cause t structure. A sures is prov ect walls fro ur country i one of the n it comes ay comes at ying a reinf etration resu ound level a onstruction ding After Decay December 2016 en or bathro se elements aken at the ne of the gre and rises upw use it makes order to pres cture by app eys the wate undation and nstallation f the collapse diagram re vided in Fig om water in is to erect t healthiest to this cons t a high cost forced concr ulting from at foot of wa at bottom o 123 oom can be s have been e foundation eatest moist wards from s constant co serve the w plying the tr er away from d structure f for the prese e in structur egarding the gure 5. n adobe stru the adobe st available. T struction m t and involv rete foundat all of A im e another fa touched up n and socle ture factors the founda ontact. The alls of the s raditional dr m the structu floor will en ervation of s re walls as e ways wate uctures, one tructure ove The adobe ethod (Fig. ves more la tion will pr Alleviation o mproved dr actor. Preve pon in this st e level again in structure tion and cau foundation structure. Fo rainage met ure but inst nsure a heal structure fou long as wa er impacts u e of the trad er a stone f homes in 6 a, b). Of abor. For thi rotect the str of damp pro rainage ntive measu tudy. nst ground es. Ground w uses damag ns also need or this, wate thod (Figure alling separ lthier and lo undations [ ater is not c upon a struc ditional cons foundation, Yalvaç, Isp f course, pu is reason, fo ructure wal oblems by ures that dwater water ge at the to be er is e 3) [8]. rate onger 8]. onveyed cture and struction whereas parta are utting up or adobe l against
  • 13. Kerpic1 Interna Istanbu Figu 16 - Cultural Lan ational Conferenc ul Aydin Universi F ure 6 a. An Figure 6 ndscape, Rebuild ce ity, Istanbul, 17 D Figure 5. Pr n adobe hou 6 b. An adob ding After Decay December 2016 roblems tha se with a ro Ya e wall applic 124 at seen in wa ock foundati alvaç, Ispart cation over a so alls beneath ion on Engi ta [10]. a stone wall i ocle h the ground in Sokak in in the Yalvaç d [9]. the Kaş Dis ç Kaş district strict of t
  • 14. Kerpic1 Interna Istanbu Raisi the a rock 3.2 P Wall the f outer the e of ad surfa How addit other struc much 16 - Cultural Lan ational Conferenc ul Aydin Universi ing the stru adobe struct or concrete F Preservatio ls of adobe force of rain r facade. Pl elements as dobe materi ace. wever, with tive is also u r constructi cture via cap h greater cra Figure 8. ndscape, Rebuild ce ity, Istanbul, 17 D ucture over t tures from t e) will prote Figure 7. A on Precauti structures a ndrops that laster is app well as to o ial that is a the widespr used for the on material pillarities, c ackups later . Damage in 30-50cm Stoneorconcrete ding After Decay December 2016 the ground the floor by ect the wall n applicatio ons Agains are easily a increases w plied to the obtain a stra applied by read use of ese structure ls in these t cement-base r on (Figure n a structure Stoneorconcrete RAIN 125 is also an i around 30- against wat on of adobe st Rain and affected by with impacti surface in aight surfac spreading i f cement in es. While ce types of app ed plaster tr e 8) [ 11]. e in which c N important a -50 cm with ter (Figure 7 walls raise d Snow Wa outside we ing winds c order to pro ce. Plaster is it in a man the 20th ce ement is har plications, o raps water i cement-base nd necessar h water-resi 7). d from the f ter on Out ather condi can cause w otect a struc s a mortar g nner that fo entury, a pla rder and mo once water inside the s ed plaster w ry solution. istant socle floor. er Walls itions. In pa wear on a str cture from generally co orms a laye aster with a ore impervi seeps into structure and was used [11 Raising (such as articular, ructure’s rain and omprised er on the a cement ous than the wall d causes 1].
  • 15. Kerpic16 - Cultural Landscape, Rebuilding After Decay International Conference Istanbul Aydin University, Istanbul, 17 December 2016 126 Adobe with increased water resilience called ‘alker’ was produced in studies conducted in our country at ITÜ. This material was obtained by adding lime and plaster-of-paris to the soil. The application of alker to outer facades rendered the structure’s outer wall more resilient against water effects [12]. One of the preventive measures taken to protect outer wall surfaces is to increase the overhang of roof eaves (Figure 9). Thus, a wider surface swath can be protected in this manner. The width of the eaves applied in the traditional construction method utilized in our country is 50 cm. However, the protection of outer structure surfaces in regions with more precipitation will be easier when this is extended to 70-80 cm or more. Figure 9. A diagram concerning outer facade protection by applying a wide set of eaves. 3.3 Roof Covering on Adobe Structures Roof coverings on adobe structures vary according to the climate and materials that are available in the vicinity. A flat roof covering is generally used in arid and low-precipitation regions. For a flat roof, a ceiling is formed from materials such as bars, reeds or grass over rafters laid 40 cm apart whereas mud is spread and compressed over this surface. Slanted roofs fashioned from reeds and covered with roof tiles can be utilized in rainy regions. A wooden framework is generally used in the construction of these roofs and a top covering material is spread over them. Examples of roof coverings are provided in Table 2. 3.4 Protective Measures Against Water in Indoor Spaces Besides water that can have an impact on a structure from outside, we can also encounter water problems that originate from the plumbing and humidity inside. Indoor water and moisture sources spaces are found in kitchen and bathroom units. The most important point to note about the plumbing for both units is that it be installed in such a way as not to cause water leakage and that floor and walls are coated after making the necessary checks. The kitchen counter is the wet section of the kitchen. Covering the counter and behind it with a coating similar to waterproof ceramic will prevent the problem. Ventilation and a working range hood will be enough to prevent moisture and steam buildup that forms in the kitchen environment. Because adobe walls feature a humidity stabilizer characteristic. As for the bathroom unit, the upper surface coatings need to be applied by using water insulation materials for the floor and walls. The water insulation layer to be applied over the floor must have a repellent over it, then covered by a ceramic waterproof coating. The same method is also valid for the walls. If deemed necessary, a wall covering can be made with cement-based panels with a thickness of around 8-10 mm. As this material will form a waterproof surface, you can either create a decorative coating or else it can be used it this way without any coating material.
  • 16. Kerpic1 Interna Istanbu Tabl A fl mud Struc mater const 4 CO The their used impl Thes detai preca clima reaso econ they more Adob for m 16 - Cultural Lan ational Conferenc ul Aydin Universi le 2. Examp at roof ma [13] cture and rials in fl truction [16] ONCLUSIO water effec solutions w for many y ementing si se solutions iling solutio autions wh ate and geo ons for pre nomical. Wh should bec e modern m be structure many years i ndscape, Rebuild ce ity, Istanbul, 17 D ples of roof ade from a A coating flat roof V r t ON ct, which is were referre years and ar imple, easy s Show dif ons and add ile erecting graphical fe eferring ado hile they do ome more p methods and es which ha in the future ding After Decay December 2016 coverings s Example of application i Ahmet Kaya View of bea roof coveri traditional tec s one of the ed to in this re still used solutions, r fferences su ditive mater g a buildin eatures whe obe structu not constitu popular and materials. ave been use e. 127 seen on adob f tile covere is the Gümü house [14] aring rafters ing made chniques e most imp study. As i d by a wide regardless h uch as me rials. Theref ng in regard ere the adob ures is bec ute a suitab d be encoura ed for thous be structure d roof üşhane Ree Cou s in a using Vie roo [17 portant prob is seen, adob segment, c how much th asures to b fore, it is im ds to wate be structure ause they le method f aged as low sands of ye es ed covered untry, Torqu ew of a ree f structur ] blems of ad be structure can be prote hey seem vu be taken d mportant an r protection is located. T are eco-fri for today’s h w-rise structu ars look lik d roof Co ay, England d re the cob of Devon dobe structu es, which ha ected from w ulnerable to during cons nd necessary n according The most im iendly, natu high-rise str ures with th ke they will ockington [15] buildings n [8] ures, and ave been water by o water. truction, y to take g to the mportant ural and ructures, he use of be used
  • 17. Kerpic16 - Cultural Landscape, Rebuilding After Decay International Conference Istanbul Aydin University, Istanbul, 17 December 2016 128 5 REFERENCES [1] AubreyHeathcote K., An InvestigationIntotheErodibility of Earth Wall Units, Doctor of Philosophy, University of Technology Sydney, Pg: 60, 2002. [2] http://www.ebaa.asn.au/about/earth-building [3] https://www.google.com.tr/search?q=kerpiçin+kalıplanarak+kurutulması [4] https://artcarchitects.wordpress.com/environment/tecnologias-y-estrategias-de- diseno [5] https://en.wikipedia.org/wiki/Rammed_earth#/media/File:HouseBuildingInNorthernVietnam.jpg [6] http://cstones.org/pdfs/uploads/adobe_conservation_handbook_part_2.pdf [7] http://www.yerelgundem.com/haberler/635344/dunyanin_ilk_yerlesim_yeri_2.html [8] Keefe L., TheCobBuildings of Devon 2.pdf, RepairandMaintenance, http://www.devonearthbuilding.com/leaflets/the_cob_buildings_of_devon_2.pdf [9] Graham P., Mc Henry, Jr. AdobeandRammed Earth Buildings: Design andConstructions, pp 186 AIA New Mexico, Chapter 13, StrucruralEngineeringfor Earth Buildings, by Gerald W. May, Ph.D. President, University Of New Mexico, TheUniversity of Arizona Press Tucson 3UZ4-CHS-T13A, ISBN 13: 978-0-8165- 1124-2, 1989 [10] http://yalvac.bel.tr/index.php?sayfa=kentrehberidetay&h=747 [11] http://cstones.org/pdfs/uploads/adobe_conservation_handbook_part_2. pdf, allaboutadobepg:52 [12] https://www.xing.com/communities/posts/prof-bilge-isik-kerpic-teknigi- yayginlastirilmali-dot-dot-dot [13] http://www.ada-muhendislik.net/ [14] http://www.csb.gov.tr/iller /gumushane/index [15] https://tr.pinterest.com/cchrisha/cockington-village/ [16] Duran S., Civelek F. Ç., Aktuğlu Y.K., Kerpiç binalarda Çatı ve Cephe Malzemeleri; Akşehir, Erdoğdu ve Menderes Örnekleri, 8. Ulusal Çatı ve Cephe Sempozyumu, MSGSÜ, 2016, [17] https://www.tripadvisor.co.uk/LocationPhoto:DirectLink -g186259-d524185-i192904768-Cockington_Country