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REINFORCED SOIL SYSTEMS
Prof. Samirsinh P Parmar
Asst. Prof. Department of Civil Engineering
Dharmsinh Desai University, Nadiad, Gujarat, India
Mail: samirddu@gmail.com
• Part 1: Types of Retaining Structures Relating to Woven Mesh
• Part 2: The Engineering Behind These Systems
• Part 3: Different Applications
• Part 4: Individual System Components and Construction Procedures
• Part 5: Why Consider these Systems as an Option
• Part 6: Experienced Gained – Product and Design Issues
• Part 7: Ensuring Expectation and Performance
• Part 8: Demonstrating Long Term Durability
• Part 9: Various (Impressive) Local Projects
Content of the Presentation:
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
2
Types of Retaining Structures
• Mass gravity structures e.g. Gabions
H
± 0.7 x H
As per Wikipedia.org
A gabion (from Italian gabbione meaning
"big cage"; from Italian gabbia and
Latin cavea meaning "cage") is
a cage, cylinder or box filled with rocks,
concrete, or sometimes sand and soil for use
in civil engineering, road building, military
applications and landscaping.
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
3
Types of Retaining Structures
• Reinforced soil systems e.g.
Terramesh
(walls greater than 70°)
H
± 0.8 x H
Gabion Facing Reinforced Earth Wall
Soil Reinforcement
Gabion Facing
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
4
Gabions
Gabions are flexible cages made of hexagonal
double twist heavily galvanized mild steel woven
wire and mesh with additional polymer coating
if required. These units are laced together,
packed with selected stone and act as building
blocks. They are used in the construction
of retaining walls, weirs, culvert
inlet/outlet and other civil structures.
Galvanized
Steel wire
mesh cage
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
5
Applications of Gabions
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
6
Applications of Gabions
Applications of Gabion Walls are found in following cases:
•Retaining wall structures
•River and canal training
•Road protection
•Soil protection
•Bridge protection
•Architectural cladding for walls and buildings
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
7
Drainage Structure in Gabions
Can they only be used for low height walls/slopes and non-critical structures?
Terramesh is a mechanically stabilized earth
system comprising of a Gabion facing with
woven steel mesh or high strength geogrid
soil reinforcement.
The Gabion facing prevents erosion on the
front face and the soil reinforcement
increases the shear parameters of the backfill
material.
Gabion Facing
Woven Mesh and/or Geogrid Soil Reinforcement
Geotextile
Terramesh
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
9
Green Terramesh
Green Terramesh is a reinforced soil system
(reinforced slope at 45°, 50°, 60° or 70°)
comprising of a preformed woven mesh+ECB
facing with integral woven steel mesh
and/or high strength geogrid soil
reinforcement. The facing can either be vegetated
or packed with a rock veneer.
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
10
Types of Retaining Structures
• Anchored or tied-back systems e.g. Gabion faced soil
nailed structure
H
Soil Reinforcement: As
soil Nailing
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
11
Gabion Faced Anchored Structures
Gabions are commonly used as a flexible
facing to soil nailed/anchored structures. They
offer all the inherent benefits of a traditional
Gabion /Terramesh structure
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
12
COMPONENT PARTS OF
GABION STRUCTURES
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
13
COMPONENT PARTS OF GABION STRUCTURES
1. Woven Mesh
2. Fill Material
3. Geotextile ( Basal reinforcement or Drainage application)
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
14
Individual System Components
1. Woven Mesh
Gabions and Terramesh:
Mesh Type 80 (80 x 100 nominal) 2,7mm mesh
wire (3.7mm o/d with polymer coating). Double
twist for stress transfer around a wire breakage
80mm
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
15
Mesh body wire, lacing wire and selvedge wire
Pneumatic closing tool for
installing “C” ring connectors
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
16
Individual System Components
Woven Mesh
Mesh selection tools are available
depending on the required working life:
BBA certificate, EN 10233-3, ASNZS
4534 technical specification, HITEC
report and independent test certificates
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
17
Individual System Components
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
18
Individual System Components
2. Rock Fill
Rock must be clean, sufficiently durable, non
friable and not show any signs of weathering (AS
2758.4 – 2000)
The rock should be evenly graded between 1.5D
to 3D (Between 100mm and 250mm normally
suffices) and be angular to provide interlock
Type of rock kg/m3 Suitability
Basalt 2900 Considered
Acceptable
Granite 2600
Hard Limestone 2600
Calcareous Pebbles 2500
Dolerite 2400
Hard Sandstone 2300 Needs further
checks
Soft Limestone 2200
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
19
2. Gabion Fill Material
Unit weight of gabion rock infill
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
20
Individual System Components
Geotextile Separator
A geotextile will not perform its function if it is
damaged during installation.
If they can withstand installation damage, they
generally withstand the in service stresses.
We recommend a minimum strength class C (e.g.
Bidim A34) be used with mesh systems. It has the
required energy absorption (installation damage
resistance), permeability and is sufficiently
abrasion resistant
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
21
Individual System Components
Foundation
The foundation should be:
• Stripped of topsoil/organic material
• Level and compacted
• Sloped if constructing an angled wall
• If on smooth bedrock or concrete,
advisable to incorporate shear keys to
minimize sliding issues
We want to ensure:
• Uniform foundation pressure
• Minimal differential settlement
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
22
Individual System Components
Backfill
Compacted in lifts to the required effort as per
the specification
• Heavy compaction equipment not closer
than 1-1.5m to back of structure
• Walk behind compaction equipment
directly adjacent to structure
• Take care not to damage the mesh or
geotextile
• Backfill immediately after completing one
layer of Gabions.
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
23
Why Consider Gabion Systems?
• Flexible – Unlike welded mesh, concrete blocks, concrete mats or reinforced concrete, double
twist woven mesh Gabions & Terramesh systems are able to accommodate substantial differential
settlement
• Monolithic – the fastening (lacing) procedure ensure the units act as one homogeneous
structure
• Permeable – pore water pressures are easily dissipated through the structure
• Durable – Double twist mesh and heavily galvanized (can have an additional polymer coating)
with 45 year old local installations disprove the fallacy that Gabion type structures are temporary
solutions
• Adaptable – Gabion systems can be stepped, vertical or angled to suit specific project
requirements. They can be filled in-situ or prefilled depending on site conditions using various
mechanical means to assist with the packing process
• Economical – Generally, Gabion installation does not require any special equipment (pliers,
temporary formwork, lacing tool etc.)
• Environmentally friendly – Vegetation easily establishes, eventually re-creating the pre-existing
environment. The added use of bio-degradable coir logs and Jute blankets will accelerate the
vegetative process if required
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
24
Why Consider Gabion Systems?
Speed of installation Foundation issues
Bad access Energy Absorption
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
25
Design Criteria : Gabions
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
26
Types of Gabion face
Different gabion wall face configuration, stepped face
(left side) and smoothed face (right side)
stepped face
smoothed face
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
27
Failure Criterion (No. RE wall)
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
28
Failure Criteria for Gabion facing reinforced earth wall
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
29
Gabion Wall base width relative to wall height
• Base width of a gabion gravity
retaining wall is related to height
of wall so as the wall height
increases the base of the wall
becomes wider to ensure
structural stability.
• Terra Aqua has provided the
diagram here to illustrate a
starting point for design analysis
to determine the base width
relative to wall height. Terra Aqua
recommends a conservative
value of base width = 2/3 wall
height.
• The stability analysis may
determine that the gabion gravity
retaining wall base width be less
than or greater than ½ - 2/3 wall
height.
GABION GRAVITY WALL SIZES & DIMENSIONS
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
30
Calculation of coefficient of active thrust on rear of Link
Gabion gravity walls
Front sloped wall
Rear sloped wall
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
31
Stability against bearing failure
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
32
Stability against sliding
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
33
Stability against overturning
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
34
Introduction
Experience peace of mind with professionally designed gabion structures as part of our quotation process
Give us a call and make sure that your installation starts with a well adapted, cost-effective technical structure design undertaken by our team.
Gabion structure design
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
35
GEO5- Gabion Software Interface
For further design please refer above software*
* I am not involved in any kind of marketing agency, its just to support design of structure @ academic level.
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
36
Tests on Gabion’s
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
37
The Compression Test on Gabion
Reference: UNICAMP
, Brazil
Load P
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
38
• Fixed elongation speed: 6mm/min
• 4000 N preload to tension the wire
Tensile Strength Test As Per EN 10223-3:2013
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
39
Durability Test of wire mesh
Before salt spray test (ISO 9227) Test
temperature 35°
Test solution 5% NaCl
After 6000 h exposure in salt spray
No sign of Dark Brown Rust (EN10223- 3:2013)
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
40
Full scale Monitoring and Soil Interaction test
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
41
Full scale deformation analysis
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
42
Full scale deformation analysis
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
43
H = 37 m
We now have the parameters and ability to design massive
structures
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
44
We now have the parameters and ability to design
massive structures
Sikkim Airport – International Project of the Year 2012 60m High Reinforced Soil Structures
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
45
We now have the parameters and ability to design massive
structures
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
46
Learning from Failure …!
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
47
Experienced Gained
Failures happen, HOWEVER the majority
of them are avoidable
Failures are typically as a result of:
• Incorrect products/materials
• Poor designs & inadequate design
information
• Sub-standard installation /construction
techniques
• Inexperienced supervision
• System misconceptions
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
48
Issues With System Components
Welded Mesh
Structure designed using the parameters associated with this mesh
Poor Quality Woven Mesh
Issues With System Components
Broken Wire’s of mesh
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
50
Wrong grade / type of geotextile
Issues With System Components
Puncture in geotextiles
Incorrect Rock Fill Grading – too small and too big
Issues With System Components
Inadequate scour protection
Issues With Design Details
Outflanking
Issues With Design Details
Insufficient embedment
Issues With Design Details
No geotextile separator
Issues With Design Details
Poor foundation preparation
Issues With Design Details
Drainage behind the reinforced block
Issues With Design Details
Poor construction techniques and lack of experienced site supervision
Make sure the tender specification states that the contractor must have
the necessary experience to carry out the installation
Issues With Design Details
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
59
Ensuring Expectation & Performance
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
60
Ensuring Expectation & Performance
Check all Possible Failure Modes
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
61
Take Drainage Seriously
•Water = Reduction of cohesion
•Water = Increase in pore water pressure
•Water = Possible scour/erosion at the toe
The AS4678 (Appendix G) states:
As drainage is perhaps the most important consideration in
the design of earth-retaining structures, it is very important
that the drainage systems are carefully designed and
specified with sufficient detail to ensure that the system
can be correctly constructed
Ensuring Expectation & Performance
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
62
Quality Control – Sample Units
A series of Gabions (quantity and location to be
determined by the Engineer) are to be constructed on
the site close to the proposed structure.
These units will be used for quality control purposes
throughout the duration of the Gabion works.
Ensuring Expectation & Performance
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
63
Performance Based Specifications
Rather than:
2x1x1 Galvanised Gabions with PVC and 2.7mm mesh wire
Ideally:
Gabions shall be manufactured according to EN 10223-3:2013 from double twisted,
hexagonally woven wire mesh of nominal 80x100 mesh, with 3.4mm o/d frame wire
and 2.7mm o/d mesh wire, complete with diaphragms at 1m centres. The nominal
tensile strength of the wire mesh shall be 50kN/m; test done as per EN 10223-3:2013.
The punch strength of the wire mesh shall be 67kN; test done as per UNI 11437. All
wire is mild steel, Galmac coated (Zinc-Al5% alloy) to the requirements of EN 10244-2
(Table 2 – Class A) and heat bonded through extrusion with an additional 0.5mm
heavy duty grey PVC coating. Gabions must have a valid British Board of Agrément
(BBA) certificate for zinc-aluminium alloy & polymer woven mesh. The Gabions must
be manufactured in a ISO 9001 certified factory. The BBA, ISO 9001 and tensile
strength certificates must be provided by the contractor for the materials they intend
using.
Ensuring Expectation & Performance
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
64
2015– 41 Years Later
Demonstrating Long Term Durability
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
65
Demonstrating Long Term Durability
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
66
Great Ocean Road Galvanised + PVC Coated Terramesh Installed 1988
27 Years Old – in Excellent
Condition
Demonstrating Long Term Durability
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
67
Demonstrating Long Term Durability
Before 27 Years
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
68
Cobbler Creek Adelaide Galvanized +PVC Coated Terramesh 1989
Demonstrating Long Term Durability
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
69
Demonstrating Long Term Durability
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
70
Demonstrating Long Term Durability
Bilgola Beach, NSW Galvanized+ PVC Coated Rockfall Netting Installed 1997
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
71
Inspected 2015 – 18 years After
Installation
Demonstrating Long Term Durability
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
72
Rowville Weir, VIC
Installed 1971
Demonstrating Long Term Durability
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
73
Demonstrating Long Term Durability
Rowville Weir, VIC Inspected in
2015 Structure is 44 years old
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
74
Examples
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
75
Examples
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
76
Examples
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
77
Examples
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
78
Gabions and River Mattresses
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
79
Gabions Rocks
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
80
Hexagonal woven mesh
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
81
Geotextiles
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
82
• Combination pliers
• Crow bars
• Gabion tensioner
• Gabion frame
• Tensioning frame
• Heavy duty hammer
• Leather gloves
• Stanley knife
• Fencing standards
Gabion Tool Sets
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
83
Biodegradable soil blankets
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
84
Applications
All gabion water structures requiring additional protection from fast hydraulic flows.
Impermeable liners
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
85
Introduction
Gabion Baskets offer training to
personnel on site to help local
possibly unskilled communities
participate in infrastructure
development projects, even when
experienced construction skills are
not available nearby.
Give back to the community by
utilising the local talent to perform
great gabion structure installations.
Practical Site Training
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
86
Introduction
Our professional technical
consultants are available to
advise you on the best product
range and purchases with
installation methods and advice
to follow, ensuring that your
final solution is cost effective
and long lasting.
Consultation
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
87
Introduction
Take advantage of the
Gabion Basket turnkey
installation service.
We provide the full
advisory, design, product
range required,
installation services(by
specialised installers) and
peace of mind.
Complete Installation
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
88
References:
• Wikipedia.org
• Google Images
• Google search engine docs.
Use for Forces
acting/generated and
design calculations
Use for material Specification and
Erosion control in Hydro structures
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
89
Questions… ?
Thank You
M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad,
Gujarat, India
90

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GABIONS -MESH FACED RETAINING STRUCTURES .pptx

  • 1. REINFORCED SOIL SYSTEMS Prof. Samirsinh P Parmar Asst. Prof. Department of Civil Engineering Dharmsinh Desai University, Nadiad, Gujarat, India Mail: samirddu@gmail.com
  • 2. • Part 1: Types of Retaining Structures Relating to Woven Mesh • Part 2: The Engineering Behind These Systems • Part 3: Different Applications • Part 4: Individual System Components and Construction Procedures • Part 5: Why Consider these Systems as an Option • Part 6: Experienced Gained – Product and Design Issues • Part 7: Ensuring Expectation and Performance • Part 8: Demonstrating Long Term Durability • Part 9: Various (Impressive) Local Projects Content of the Presentation: M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 2
  • 3. Types of Retaining Structures • Mass gravity structures e.g. Gabions H ± 0.7 x H As per Wikipedia.org A gabion (from Italian gabbione meaning "big cage"; from Italian gabbia and Latin cavea meaning "cage") is a cage, cylinder or box filled with rocks, concrete, or sometimes sand and soil for use in civil engineering, road building, military applications and landscaping. M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 3
  • 4. Types of Retaining Structures • Reinforced soil systems e.g. Terramesh (walls greater than 70°) H ± 0.8 x H Gabion Facing Reinforced Earth Wall Soil Reinforcement Gabion Facing M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 4
  • 5. Gabions Gabions are flexible cages made of hexagonal double twist heavily galvanized mild steel woven wire and mesh with additional polymer coating if required. These units are laced together, packed with selected stone and act as building blocks. They are used in the construction of retaining walls, weirs, culvert inlet/outlet and other civil structures. Galvanized Steel wire mesh cage M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 5
  • 6. Applications of Gabions M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 6
  • 7. Applications of Gabions Applications of Gabion Walls are found in following cases: •Retaining wall structures •River and canal training •Road protection •Soil protection •Bridge protection •Architectural cladding for walls and buildings M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 7
  • 8. Drainage Structure in Gabions Can they only be used for low height walls/slopes and non-critical structures?
  • 9. Terramesh is a mechanically stabilized earth system comprising of a Gabion facing with woven steel mesh or high strength geogrid soil reinforcement. The Gabion facing prevents erosion on the front face and the soil reinforcement increases the shear parameters of the backfill material. Gabion Facing Woven Mesh and/or Geogrid Soil Reinforcement Geotextile Terramesh M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 9
  • 10. Green Terramesh Green Terramesh is a reinforced soil system (reinforced slope at 45°, 50°, 60° or 70°) comprising of a preformed woven mesh+ECB facing with integral woven steel mesh and/or high strength geogrid soil reinforcement. The facing can either be vegetated or packed with a rock veneer. M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 10
  • 11. Types of Retaining Structures • Anchored or tied-back systems e.g. Gabion faced soil nailed structure H Soil Reinforcement: As soil Nailing M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 11
  • 12. Gabion Faced Anchored Structures Gabions are commonly used as a flexible facing to soil nailed/anchored structures. They offer all the inherent benefits of a traditional Gabion /Terramesh structure M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 12
  • 13. COMPONENT PARTS OF GABION STRUCTURES M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 13
  • 14. COMPONENT PARTS OF GABION STRUCTURES 1. Woven Mesh 2. Fill Material 3. Geotextile ( Basal reinforcement or Drainage application) M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 14
  • 15. Individual System Components 1. Woven Mesh Gabions and Terramesh: Mesh Type 80 (80 x 100 nominal) 2,7mm mesh wire (3.7mm o/d with polymer coating). Double twist for stress transfer around a wire breakage 80mm M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 15
  • 16. Mesh body wire, lacing wire and selvedge wire Pneumatic closing tool for installing “C” ring connectors M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 16
  • 17. Individual System Components Woven Mesh Mesh selection tools are available depending on the required working life: BBA certificate, EN 10233-3, ASNZS 4534 technical specification, HITEC report and independent test certificates M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 17
  • 18. Individual System Components M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 18
  • 19. Individual System Components 2. Rock Fill Rock must be clean, sufficiently durable, non friable and not show any signs of weathering (AS 2758.4 – 2000) The rock should be evenly graded between 1.5D to 3D (Between 100mm and 250mm normally suffices) and be angular to provide interlock Type of rock kg/m3 Suitability Basalt 2900 Considered Acceptable Granite 2600 Hard Limestone 2600 Calcareous Pebbles 2500 Dolerite 2400 Hard Sandstone 2300 Needs further checks Soft Limestone 2200 M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 19
  • 20. 2. Gabion Fill Material Unit weight of gabion rock infill M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 20
  • 21. Individual System Components Geotextile Separator A geotextile will not perform its function if it is damaged during installation. If they can withstand installation damage, they generally withstand the in service stresses. We recommend a minimum strength class C (e.g. Bidim A34) be used with mesh systems. It has the required energy absorption (installation damage resistance), permeability and is sufficiently abrasion resistant M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 21
  • 22. Individual System Components Foundation The foundation should be: • Stripped of topsoil/organic material • Level and compacted • Sloped if constructing an angled wall • If on smooth bedrock or concrete, advisable to incorporate shear keys to minimize sliding issues We want to ensure: • Uniform foundation pressure • Minimal differential settlement M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 22
  • 23. Individual System Components Backfill Compacted in lifts to the required effort as per the specification • Heavy compaction equipment not closer than 1-1.5m to back of structure • Walk behind compaction equipment directly adjacent to structure • Take care not to damage the mesh or geotextile • Backfill immediately after completing one layer of Gabions. M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 23
  • 24. Why Consider Gabion Systems? • Flexible – Unlike welded mesh, concrete blocks, concrete mats or reinforced concrete, double twist woven mesh Gabions & Terramesh systems are able to accommodate substantial differential settlement • Monolithic – the fastening (lacing) procedure ensure the units act as one homogeneous structure • Permeable – pore water pressures are easily dissipated through the structure • Durable – Double twist mesh and heavily galvanized (can have an additional polymer coating) with 45 year old local installations disprove the fallacy that Gabion type structures are temporary solutions • Adaptable – Gabion systems can be stepped, vertical or angled to suit specific project requirements. They can be filled in-situ or prefilled depending on site conditions using various mechanical means to assist with the packing process • Economical – Generally, Gabion installation does not require any special equipment (pliers, temporary formwork, lacing tool etc.) • Environmentally friendly – Vegetation easily establishes, eventually re-creating the pre-existing environment. The added use of bio-degradable coir logs and Jute blankets will accelerate the vegetative process if required M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 24
  • 25. Why Consider Gabion Systems? Speed of installation Foundation issues Bad access Energy Absorption M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 25
  • 26. Design Criteria : Gabions M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 26
  • 27. Types of Gabion face Different gabion wall face configuration, stepped face (left side) and smoothed face (right side) stepped face smoothed face M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 27
  • 28. Failure Criterion (No. RE wall) M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 28
  • 29. Failure Criteria for Gabion facing reinforced earth wall M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 29
  • 30. Gabion Wall base width relative to wall height • Base width of a gabion gravity retaining wall is related to height of wall so as the wall height increases the base of the wall becomes wider to ensure structural stability. • Terra Aqua has provided the diagram here to illustrate a starting point for design analysis to determine the base width relative to wall height. Terra Aqua recommends a conservative value of base width = 2/3 wall height. • The stability analysis may determine that the gabion gravity retaining wall base width be less than or greater than ½ - 2/3 wall height. GABION GRAVITY WALL SIZES & DIMENSIONS M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 30
  • 31. Calculation of coefficient of active thrust on rear of Link Gabion gravity walls Front sloped wall Rear sloped wall M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 31
  • 32. Stability against bearing failure M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 32
  • 33. Stability against sliding M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 33
  • 34. Stability against overturning M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 34
  • 35. Introduction Experience peace of mind with professionally designed gabion structures as part of our quotation process Give us a call and make sure that your installation starts with a well adapted, cost-effective technical structure design undertaken by our team. Gabion structure design M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 35
  • 36. GEO5- Gabion Software Interface For further design please refer above software* * I am not involved in any kind of marketing agency, its just to support design of structure @ academic level. M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 36
  • 37. Tests on Gabion’s M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 37
  • 38. The Compression Test on Gabion Reference: UNICAMP , Brazil Load P M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 38
  • 39. • Fixed elongation speed: 6mm/min • 4000 N preload to tension the wire Tensile Strength Test As Per EN 10223-3:2013 M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 39
  • 40. Durability Test of wire mesh Before salt spray test (ISO 9227) Test temperature 35° Test solution 5% NaCl After 6000 h exposure in salt spray No sign of Dark Brown Rust (EN10223- 3:2013) M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 40
  • 41. Full scale Monitoring and Soil Interaction test M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 41
  • 42. Full scale deformation analysis M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 42
  • 43. Full scale deformation analysis M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 43
  • 44. H = 37 m We now have the parameters and ability to design massive structures M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 44
  • 45. We now have the parameters and ability to design massive structures Sikkim Airport – International Project of the Year 2012 60m High Reinforced Soil Structures M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 45
  • 46. We now have the parameters and ability to design massive structures M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 46
  • 47. Learning from Failure …! M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 47
  • 48. Experienced Gained Failures happen, HOWEVER the majority of them are avoidable Failures are typically as a result of: • Incorrect products/materials • Poor designs & inadequate design information • Sub-standard installation /construction techniques • Inexperienced supervision • System misconceptions M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 48
  • 49. Issues With System Components Welded Mesh
  • 50. Structure designed using the parameters associated with this mesh Poor Quality Woven Mesh Issues With System Components Broken Wire’s of mesh M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 50
  • 51. Wrong grade / type of geotextile Issues With System Components Puncture in geotextiles
  • 52. Incorrect Rock Fill Grading – too small and too big Issues With System Components
  • 53. Inadequate scour protection Issues With Design Details
  • 56. No geotextile separator Issues With Design Details
  • 57. Poor foundation preparation Issues With Design Details
  • 58. Drainage behind the reinforced block Issues With Design Details
  • 59. Poor construction techniques and lack of experienced site supervision Make sure the tender specification states that the contractor must have the necessary experience to carry out the installation Issues With Design Details M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 59
  • 60. Ensuring Expectation & Performance M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 60
  • 61. Ensuring Expectation & Performance Check all Possible Failure Modes M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 61
  • 62. Take Drainage Seriously •Water = Reduction of cohesion •Water = Increase in pore water pressure •Water = Possible scour/erosion at the toe The AS4678 (Appendix G) states: As drainage is perhaps the most important consideration in the design of earth-retaining structures, it is very important that the drainage systems are carefully designed and specified with sufficient detail to ensure that the system can be correctly constructed Ensuring Expectation & Performance M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 62
  • 63. Quality Control – Sample Units A series of Gabions (quantity and location to be determined by the Engineer) are to be constructed on the site close to the proposed structure. These units will be used for quality control purposes throughout the duration of the Gabion works. Ensuring Expectation & Performance M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 63
  • 64. Performance Based Specifications Rather than: 2x1x1 Galvanised Gabions with PVC and 2.7mm mesh wire Ideally: Gabions shall be manufactured according to EN 10223-3:2013 from double twisted, hexagonally woven wire mesh of nominal 80x100 mesh, with 3.4mm o/d frame wire and 2.7mm o/d mesh wire, complete with diaphragms at 1m centres. The nominal tensile strength of the wire mesh shall be 50kN/m; test done as per EN 10223-3:2013. The punch strength of the wire mesh shall be 67kN; test done as per UNI 11437. All wire is mild steel, Galmac coated (Zinc-Al5% alloy) to the requirements of EN 10244-2 (Table 2 – Class A) and heat bonded through extrusion with an additional 0.5mm heavy duty grey PVC coating. Gabions must have a valid British Board of Agrément (BBA) certificate for zinc-aluminium alloy & polymer woven mesh. The Gabions must be manufactured in a ISO 9001 certified factory. The BBA, ISO 9001 and tensile strength certificates must be provided by the contractor for the materials they intend using. Ensuring Expectation & Performance M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 64
  • 65. 2015– 41 Years Later Demonstrating Long Term Durability M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 65
  • 66. Demonstrating Long Term Durability M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 66
  • 67. Great Ocean Road Galvanised + PVC Coated Terramesh Installed 1988 27 Years Old – in Excellent Condition Demonstrating Long Term Durability M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 67
  • 68. Demonstrating Long Term Durability Before 27 Years M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 68
  • 69. Cobbler Creek Adelaide Galvanized +PVC Coated Terramesh 1989 Demonstrating Long Term Durability M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 69
  • 70. Demonstrating Long Term Durability M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 70
  • 71. Demonstrating Long Term Durability Bilgola Beach, NSW Galvanized+ PVC Coated Rockfall Netting Installed 1997 M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 71
  • 72. Inspected 2015 – 18 years After Installation Demonstrating Long Term Durability M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 72
  • 73. Rowville Weir, VIC Installed 1971 Demonstrating Long Term Durability M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 73
  • 74. Demonstrating Long Term Durability Rowville Weir, VIC Inspected in 2015 Structure is 44 years old M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 74
  • 75. Examples M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 75
  • 76. Examples M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 76
  • 77. Examples M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 77
  • 78. Examples M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 78
  • 79. Gabions and River Mattresses M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 79
  • 80. Gabions Rocks M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 80
  • 81. Hexagonal woven mesh M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 81
  • 82. Geotextiles M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 82
  • 83. • Combination pliers • Crow bars • Gabion tensioner • Gabion frame • Tensioning frame • Heavy duty hammer • Leather gloves • Stanley knife • Fencing standards Gabion Tool Sets M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 83
  • 84. Biodegradable soil blankets M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 84
  • 85. Applications All gabion water structures requiring additional protection from fast hydraulic flows. Impermeable liners M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 85
  • 86. Introduction Gabion Baskets offer training to personnel on site to help local possibly unskilled communities participate in infrastructure development projects, even when experienced construction skills are not available nearby. Give back to the community by utilising the local talent to perform great gabion structure installations. Practical Site Training M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 86
  • 87. Introduction Our professional technical consultants are available to advise you on the best product range and purchases with installation methods and advice to follow, ensuring that your final solution is cost effective and long lasting. Consultation M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 87
  • 88. Introduction Take advantage of the Gabion Basket turnkey installation service. We provide the full advisory, design, product range required, installation services(by specialised installers) and peace of mind. Complete Installation M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 88
  • 89. References: • Wikipedia.org • Google Images • Google search engine docs. Use for Forces acting/generated and design calculations Use for material Specification and Erosion control in Hydro structures M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 89
  • 90. Questions… ? Thank You M.Tech (Geo)- Prof.S.P.Parmar, DoCL, DDUniversity, Nadiad, Gujarat, India 90