This document discusses a dissertation on the effect of underground tunnelling by tunnel boring machine (TBM) on existing structures' foundations. It introduces the topic, provides a literature review on previous related studies, and outlines the methodology, which involves finite element modeling and analysis of shallow and raft foundations at different tunnel depths using Midas GTS NX software. The results found that tunnelling was suitable for raft and shallow foundations on hard and soft murrum soils when the tunnel crown depth was 20-25m below foundations, as displacements did not exceed code limits. Tunnelling was not suitable under shadu soil foundations.
Challenges of Tunneling-- A Peep Into The Exciting World of TunnellingIEI GSC
By Shri Manoj Verman, President, Indian National Group of ISRM
President, International Commission on Hard Rock Excavation
Vice President, Indian Society of Engineering Geology
at 31st National Convention of Civil Engineering
organised by
Gujarat State Center, The Institution of Engineers (India)
at Ahmedabad
Power shovel is a bucket equipped constuction equipment used for excavating and transporting all classes of earth (except solicd rocks without prior loosening) to nearby trucks or other hauling equipments.
Tunnel Engineering: Introduction to tunneling
Size and shape of tunnel and suitability
Tunneling in hard rock, and soft material
Shield method
Safety measures
Ventilation, lighting and drainage of tunneling
Necessity/advantage of a tunnel, Classification of Tunnels,
Size and shape of a tunnel, Alignment of a Tunnel, Portals and Shafts,
Methods of Tunneling in Hard Rock and Soft ground, Mucking, Lighting
and Ventilation in tunnel, Dust control, Drainage of tunnels, Safety in
tunnel construction.
Challenges of Tunneling-- A Peep Into The Exciting World of TunnellingIEI GSC
By Shri Manoj Verman, President, Indian National Group of ISRM
President, International Commission on Hard Rock Excavation
Vice President, Indian Society of Engineering Geology
at 31st National Convention of Civil Engineering
organised by
Gujarat State Center, The Institution of Engineers (India)
at Ahmedabad
Power shovel is a bucket equipped constuction equipment used for excavating and transporting all classes of earth (except solicd rocks without prior loosening) to nearby trucks or other hauling equipments.
Tunnel Engineering: Introduction to tunneling
Size and shape of tunnel and suitability
Tunneling in hard rock, and soft material
Shield method
Safety measures
Ventilation, lighting and drainage of tunneling
Necessity/advantage of a tunnel, Classification of Tunnels,
Size and shape of a tunnel, Alignment of a Tunnel, Portals and Shafts,
Methods of Tunneling in Hard Rock and Soft ground, Mucking, Lighting
and Ventilation in tunnel, Dust control, Drainage of tunnels, Safety in
tunnel construction.
Here is the some basic information regarding Tunneling & Rock Drilling Equipments which I have collected from different resources (Internet,Professors,Experts,Engineers,Companies etc). It would be very helpful for M.Tech students of Construction Engineering & Management.
-RAJARSHI
PPT on execution of 680 m long tunnel ensuring safety of the adjoining rail t...Rajesh Prasad
The said paper by Rajesh Prasad Executive Director RVNL has been published in IPWE international seminar held on 23/24-02-2018. The power point presentation nicely explains about how the technical challenges and administrative challenges addressed in completion of the tunnel while constructing a tunnel by the side of a railway tunnel with train operation in place and the entire area is affected by LWE activities.
In this presentation i have gone through about various prospects and challenges that have been faced at the time of installation,its types,method of installation &its application.
The Experimental Failure behaviour of a Prestressed Concrete Electricity Tran...Samirsinh Parmar
Pre-stressed Concrete poles, Full-scale field test, Design wind load, Soil–structure-interaction, foundation soil analysis, Mono-pole Behavior with respect to lateral load, effect of foundation soil
Here is the some basic information regarding Tunneling & Rock Drilling Equipments which I have collected from different resources (Internet,Professors,Experts,Engineers,Companies etc). It would be very helpful for M.Tech students of Construction Engineering & Management.
-RAJARSHI
PPT on execution of 680 m long tunnel ensuring safety of the adjoining rail t...Rajesh Prasad
The said paper by Rajesh Prasad Executive Director RVNL has been published in IPWE international seminar held on 23/24-02-2018. The power point presentation nicely explains about how the technical challenges and administrative challenges addressed in completion of the tunnel while constructing a tunnel by the side of a railway tunnel with train operation in place and the entire area is affected by LWE activities.
In this presentation i have gone through about various prospects and challenges that have been faced at the time of installation,its types,method of installation &its application.
The Experimental Failure behaviour of a Prestressed Concrete Electricity Tran...Samirsinh Parmar
Pre-stressed Concrete poles, Full-scale field test, Design wind load, Soil–structure-interaction, foundation soil analysis, Mono-pole Behavior with respect to lateral load, effect of foundation soil
Study of Dynamic Analysis for Immersed Tube Tunnelijceronline
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The Finite element (FE) analysis include the response of structures t o horizontal & vertical dynamic forces and consider all site characteristics,such as soils and geologic conditions. The induced stresses under the foundation of adjacent buildings during newly constructed underground tunnel through TBM,were investigated in this study. Results of this study were examined to find out whether the amount of variations in forces and stresses are in the allowable ranges or not. In this paper,soil parameters used for the study are based on the existing Delhi Metro tunnel site. Using these soils parameters,tunnel excavation through TBM has been modelled in PLAXIS Tunnel - 3D and the adjacent structures have also been included in the model.
Numerical analysis of influence of deep excavation on nearby existing tunneleSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Optimization of 3 d geometrical soil model for multiple footing resting on sandeSAT Journals
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Analytical study of abutment and pile behaviour of iab with soil interactioneSAT Publishing House
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Effective rehabilitation scheme for failed structure demands methodical analysis of various
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water table. This paper dealt with the rehabilitation of basement RCC raft foundation considering various design
aspects like uplift due to ground water table, sub-soil properties and restriction on depth of raft to suffice
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IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Analytical Study of Steel Fibre Reinforced Rigid Pavements Under Moving Loadsijsrd.com
Nowadays, the application of steel fibers in concrete has increased gradually as an engineering material. The knowledge is not only necessary to provide safe, efficient and economic design for the present, but it also to serve as a rational basis for extended future applications. In this study, steel fibre reinforced rigid pavements are analyzed for stresses developed due to Moving loads & temperature differentials. Comparison of curling stresses in SFRC with conventional concrete is carried out. All the models are generated and analysis is carried out using the ANSYS software. Parametric study for the effect of change in slab length & slab thickness of pavements on curling stresses is also done. Curling stresses due to Linear & Non linear temperature distribution in top & bottom layer of SFRC pavement slabs are also calculated. Frictional stresses in SFRC due to uniform temperature differential are almost same as conventional concrete. Analysis results shows, SFRC develops more stresses as compared to conventional concrete & Non linear temperature distribution develops more stresses than linear temperature distribution. SFRC pavements are analyzed for Single axle moving loads for two different speeds. Results reveal that the loading stresses are higher, when the loads are at starting position of edge.
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Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
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CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
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This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
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Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
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Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Effect of underground tunnelling by (TBM) on foundations of existing structures
1. Eng. Kishor K. Ade
A DISSERTATION ON
Effect of Underground Tunnelling by (TBM) on
Foundations of Existing Structures
By
Kishor K. Ade
M.E. (Structures)
(5057)
Under guidance of
Dr. Prof. Mrs. B. S. Karkare
&
Mrs. G. R. Chillal
Vishwakarma Institute Of Information Technology,
Pune
2. Eng. Kishor K. Ade
CONTENTS
Introduction
Literature Review
Need of Project
Aim and Objectives
Methodology
Parametric Study
Results and Discussion
Conclusion
Publications
References
3. Eng. Kishor K. Ade
INTRODUCTION
Underground Tunnelling is an artificial underground
passage to by pass obstacles
Underground tunnel construction has been rapidly
increasing worldwide
Most of the projects are located in urban areas
A few projects have been completed and some are under
construction
The use of tunnelling for utility, such as water supply,
sewage disposal and metro rail
4. Eng. Kishor K. Ade
CLASSIFICATION OF TUNNELLING
Flowchart-1 Classification of Tunnelling
5. Eng. Kishor K. Ade
UNDERGROUND TUNNELLING METHODS
Flowchart-2 Underground tunnelling method
Fig-1 Main Parts of TBM
6. Eng. Kishor K. Ade
TUNNEL BORING MACHINE
• Tunnel boring machine (TBM) is a machine used to excavate
tunnels with a circular cross section through a variety of soil
and rock strata
• It can bore through anything from hard rock to sand
• TBM has the advantages of limiting the disturbance to the
surrounding ground and producing a smooth tunnel wall.
EARTH PRESSURE BALANCE METHOD
(EPB)
• Earth balance pressure (EPB) tunnel shields are used in
excavating and advancing tunnels through any type of soft
ground or soil condition
7. Eng. Kishor K. Ade
the design and analysis of
structures
Different Component Parts of Underground Tunnelling
Fig-2 Component parts of tunnel
9. Eng. Kishor K. Ade
LITERATURE REVIEW
Sr no Author Study Description
1 M. Abdel-Meguid
(2003)
3D Effects of Surface
Construction Over Existing
Subway Tunnels
Three-dimensional elasto-plastic finite element
method was used to simulate the construction
of an existing part of Toronto subway tunnels
and the response of the lining to the
construction of Phase III of York-Mills Centre
over the tunnels. The analysis allowed the
calculation of the tunnels deformation, the
lining distortion, and stresses in both
transverse and longitudinal directions.
2 L.Q. Zhang 2005 A displacement-based back-
analysis method for rock mass
modulus and horizontal in situ
stress in tunneling
The DBBA method presented in this paper has
been developed to back-analyze the elastic
modulus of rock mass and the horizontal in
situ stress perpendicular to the axis of an
underground opening, by using immediate
displacements induced by the excavation of
the tunneling face. This indirect method can be
used as a supplement to the present field test
methods.
The back-analysis technique is ideally suitable
for good rock mass conditions.
.
10. Eng. Kishor K. Ade
CONT…….
Sr no Author Study Description
3 Hsiung, B.C.B
(2010)
Analysis and Construction of
Cross Passage of Delhi Metro
Project Background The contract was located at
south end of Qutab Minar Line of Delhi metro
project comprises 5260 m of tunnel, with 4 cut-
and-cover stations. The inner and outer diameter
of the running tunnel is 5.6 and 6.35m
respectively. Lining of the tunnel was erected by
7- pieces 2750mm reinforcement concrete
segment. Four earth- pressure- balance (EPB)
tunnel boring machines (TBM) were used to
construct these tunnels. The diameter and length
of the shield varies from 6.52m to 6.54m and
from 7.7m to 8.8m.
4 Giovanni Barla
(2013)
Time-Dependent Modeling of
Tunnels in Squeezing
Conditions
The numerical analysis of tunnels in rock masses,
which exhibit a squeezing behavior, is
considered, with reference to the use of two
elastovisc oplastic constitutive laws implemented
in finite-difference and finite-element codes.
Because of the fact that in the most severe
squeezing conditions time dependence is
observed during excavation and may last for a
long time, both the reinforcement of the tunnel
face and the support of the tunnel section are to
be considered at the design and construction
stages.
.
11. Eng. Kishor K. Ade
NEED OF PROJECT
The growth of many cities has resulted in the need for
increased infrastructure. As urban space become more
limited.
The subsurface structures such as tunnels are becoming
more efficient in providing the required infrastructure.
The cities like Mumbai, Delhi are facing the problem of
land. They already have constructed lots of roads, bridges
and building So that there is no availability of land for
the further infrastructure
12. Eng. Kishor K. Ade
CONT…….
Recently Delhi government has made the rule of even and
odd combination for the vehicles just because of the
problem of traffic and pollution.
To avoid for all this problem the underground tunnel is
best solution.
13. Eng. Kishor K. Ade
AIM AND OBJECTIVES
Aim:-
To study the Unaffected depth of underground tunneling on existing
foundations.
Objectives:-
To find the unaffected depth of tunnelling in different soil strata for
different type of foundations.
To Study the displacement of existing foundations due to tunnelling.
.
14. Eng. Kishor K. Ade
Software Information
Midas GTS NX software is based on finite element analysis
It can handle the entire range of geotechnical design application
Fig-3 Software information
15. Eng. Kishor K. Ade
FOUNDATION SETTLEMENT
Problem 9 - A Square footing 1.2 X 1.2 m rests on a saturated
clay layer 4m deep. wL =30% , unit weight saturated =17.8
KN/m3, W = 28% and G = 2.68, Determine the settlement if
footing carries a load of 300 KN.
Where,
σo = Initial Overburden pressure at the
middle of clay layer
SC = Consolidation Settlement
µ = Poisson’s Ratio
H = Thickness of clay layer
W = Water Content
G = Specific gravity of soil solids
CC = Compression Index.
WL = Liquid limit in%
FOUNDATION SETTLEMENT
Dr. S. K. Prasad
Professor of Civil Engineering
S. J. College of Engineering, Mysore
Pg. No. 18
16. Eng. Kishor K. Ade
Software Results
43.86mm
Displacement
17. Eng. Kishor K. Ade
Comparison
Book Results = 48.50mm
Software Results = 43.86mm
Difference between book and software results are = 4.64mm
18. Eng. Kishor K. Ade
METHODOLOGY
Data
collection
Create model
Placing of
foundations
Pressure load on
foundations
Self weight of
soil
To give the Boundary
conditions
Analyse the model for 15m
depth from bottom of the
foundations to the tunnel crown
Similarly Repeat the
analysis for the 20m and
25m depth of tunnel crown.
Check
Results
Model is
Safe
Start
Change the
material properties
Stop
YES
NO
Flowchart-3 Methodology
19. Eng. Kishor K. Ade
Comparison
Book Results = 48.50mm
Software Results = 43.86mm
Difference between book and software results are = 4.64mm
20. Eng. Kishor K. Ade
Comparison
Reference- SBC of different Soil Strata as per IS 1904-1978
21. Eng. Kishor K. Ade
Material Properties
Table No.1
Material Properties of Ground Medium
Depth
(M) Strata
Dry Unit
Wt.
(kN/m3
)
Sat. unit
wt
(kN/m3
)
Poisons
Ratio
(μ)
Elastic
Modulus
E (kN/m2
)
Angle of
Friction
Ø
Cohesion
C
(kN/m2
)
15
20
25
Hard
Murrum
19 20 0.2 150000 39 0
15
20
25
Soft
murrum
18 20 0.4 52000 27 0
15
20
25
Shadu 16 20 0.49 9000 0 38
Reference: Material Properties - Some Useful Numbers on the Engineering Properties of Materials
)Geologic and Otherwise) GEOL 615
22. Eng. Kishor K. Ade
CONT…….
Table No.2
Material Properties of Structural Medium
Sr. No. Material Type Elastic Modulus
E (kN/m2
)
Unit Weight (kN/m3
)
1 Segment 21 X 106
24
2 Steel 20 X 108
78
3 Grout 10 X 106
22.5
4 Concrete )M20) 22.36 X 106
25
Structural Properties- Midas References
23. Eng. Kishor K. Ade
Type of shallow foundations
Fig-4 Shallow Foundation Fig-5 Raft Foundation
24. Eng. Kishor K. Ade
Comparison
Total Load on Shallow Foundation is 5995.78 T
(B + G + 11 Stories)
Total Load on Raft Foundation is 5397.50 T.
(B + G + 4 Stories)
Load is converted in pressure and it applied on individual
foundations on models.
25. Eng. Kishor K. Ade
Size of model
Fig- 6 Shallow Foundation- (50m X 30m X40m(
(B X D X L(
Fig-7 Raft Foundation-
(30X 50 X 50(
Tunnel Dimension
External Diameter of Tunnel = 7.4 m
Internal Diameter of Tunnel = 6.8 m
Shield Thickness = 0.3m
Reference- All Standard dimensions are taken w.r.t. Delhi metro train tunnel.
26. Eng. Kishor K. Ade
Flowchart for Analysis
Flowchart No.2 For Analysis
27. Eng. Kishor K. Ade
Different depth of tunnel crown
A- It shows 15m depth of bottom of the foundation to the depth of top
of the tunnel crown
B- It shows 20m depth of bottom of the foundation to the depth of top
of the tunnel crown
C- It shows 25m depth of bottom of the foundation to the depth of top
of the tunnel crown
Fig-8 Depth of underground tunnel
28. Eng. Kishor K. Ade
Hard Murrum
Displacement for Shallow foundation at 15m depth of tunnel
crown
Displacement at construction stage eleven
Note- Different colour shows displacement at particular portion
29. Eng. Kishor K. Ade
CONT…….
Displacement for Shallow foundation at 20m depth of tunnel
crown
Displacement at construction stage eleven
30. Eng. Kishor K. Ade
CONT…….
Displacement for Shallow foundation at 25m depth of tunnel
crown
Displacement at construction stage eleven
31. Eng. Kishor K. Ade
Hard Murrum
Displacement for Raft foundation at 15m depth of tunnel
crown
Displacement at construction stage five
Note- Different colour shows displacement at particular portion
32. Eng. Kishor K. Ade
CONT…….
Displacement for Raft foundation at 20m depth of tunnel
crown
Displacement at construction stage five
33. Eng. Kishor K. Ade
CONT…….
Displacement for Raft foundation at 25m depth of tunnel
crown
Displacement at construction stage five
34. Eng. Kishor K. Ade
RESULTS FOR RAFT FOUNDATION
Fig.4 Fig.5
Fig.6
36. Eng. Kishor K. Ade
RESULTS AND DISCUSSION
For Shallow Foundation
The displacement of existing Shallow foundation due to
underground tunnelling on hard murrum is 61.91mm at
15m depth of tunnel crown. Displacement of foundation
should not exceed 70mm as per IS Code 1904-1986. Hence it is
not suitable to construct the underground tunneling, because
it is nearest to the existing foundation and foundation may be
disturbed.
Similarly displacement of existing Raft foundation at 20m and
25m depth of tunnel crown is 59.14mm and 58.01mm
respectively.
37. Eng. Kishor K. Ade
CONT…….
The displacement of existing Shallow foundation due to
underground tunnelling on soft murrum is 61.91mm at 15m
depth of tunnel crown. Displacement of foundation should
not exceed 70mm as per IS Code 1904-1986. Hence it is not
suitable to construct the underground tunneling, because it is
nearest to the existing foundation and foundation may be
disturbed.
Similarly displacement of existing Raft foundation at 20m and
25m depth of tunnel crown is 59.14mm and 58.01mm
respectively.
38. Eng. Kishor K. Ade
CONT…….
The displacement of existing Shallow foundation due to
underground tunnelling on Shadu strata is 61.91mm at 15m
depth of tunnel crown. Displacement of foundation should
not exceed 70mm as per IS Code 1904-1986. Hence it is not
suitable to construct the underground tunneling, because it is
nearest to the existing foundation and foundation may be
disturbed.
Similarly displacement of existing Raft foundation at 20m
and 25m depth of tunnel crown is 59.14mm and 58.01mm
respectively.
39. Eng. Kishor K. Ade
CONT…….
For Raft Foundation
The displacement of existing Raft foundation due to
underground tunnelling on hard murrum is 61.91mm at
15m depth of tunnel crown. Displacement of foundation
should not exceed 70mm as per IS Code 1904-1986. Hence it is
not suitable to construct the underground tunneling, because
it is nearest to the existing foundation and foundation may be
disturbed.
Similarly displacement of existing Raft foundation at 20m
and 25m depth of tunnel crown is 59.14mm and 58.01mm
respectively
40. Eng. Kishor K. Ade
CONT…….
The displacement of existing Raft foundation due to
underground tunnelling on soft murrum is 61.91mm at 15m
depth of tunnel crown. Displacement of foundation should
not exceed 70mm as per IS Code 1904-1986. Hence it is not
suitable to construct the underground tunneling, because it is
nearest to the existing foundation and foundation may be
disturbed.
Similarly displacement of existing Raft foundation at 20m
and 25m depth of tunnel crown is 59.14mm and 58.01mm
respectively.
41. Eng. Kishor K. Ade
CONT…….
The displacement of existing Raft foundation due to
underground tunnelling on Shadu strata is 61.91mm at 15m
depth of tunnel crown. Displacement of foundation should
not exceed 70mm as per IS Code 1904-1986. Hence it is not
suitable to construct the underground tunneling, because it is
nearest to the existing foundation and foundation may be
disturbed.
Similarly displacement of existing Raft foundation at 20m
and 25m depth of tunnel crown is 59.14mm and 58.01mm
respectively.
42. Eng. Kishor K. Ade
CONCLUSION
The underground tunnel construction is suitable for Raft
Foundation on hard Murrum and Soft Murrum up to
20m to 25m depth of the bottom of foundation to the
depth of top of the tunnel Crown.
The underground tunnel construction is suitable for Shallow
Foundation on hard Murrum and Soft Murrum up to 20m to
25m depth of the bottom of the tunnel Crown. Displacement
of foundation is not exceed 50mm as per IS Code 1904-1986.
The underground tunnel construction is not suitable for
Shallow and Raft Foundations on shadu strata up to 15m,
20m and 25m.
43. Eng. Kishor K. Ade
PUBLICATIONS
Kishor K. Ade, B. S. Karkare, G. R. Chillal, “Effect of
Underground Tunnelling by (TBM) on existing
Structures”, Civil engineering post graduation
conference- PGCON 2015, MAEER’s MIT Pune.
2. Kishor K. Ade, B. S. Karkare, G. R. Chillal, “Effect
of Underground Tunnelling by (TBM) on Raft
foundation”, Smarter cities – India 2015 : Smarter
solution for a better tomorrow (SCI 2015)
44. Eng. Kishor K. Ade
REFERENCE
M. Abdel-Meguid, R. K. Rowe, and K. Y. Lo (2003), “3D Effects
of Surface Construction Over Existing Subway Tunnels.”
ASCE, the International Journal of Geomechanics Volume 2,
Number 4, 447–469 (2002).
L.Q. Zhang, Z.Q. Yue, Z.F. Yang, J.X. Qi, F.C. Liu, (2005)“A
displacement-based back-analysis method for rock mass
modulus and horizontal in situ stress in tunneling – Illustrated
with a case study. Science direct, Tunnelling and Underground
Space Technology 21 (2006) 636–649
Hsiung, B.C.B. Tsai, Y.Y. Tsai, C.C. (2010) “Analysis and
Construction of Cross Passage of Delhi Metro” Indian
Geotechnical Conference – 2010, GEO trendz December 16–18,
2010 IGS Mumbai Chapter & IIT Bombay.
45. Eng. Kishor K. Ade
CONT…….
Gordon T. K. Lee and Charles W. W. Ng, M.ASCE, “Effects of
Advancing Open Face Tunneling on an Existing Loaded Pile”
ASCE, Journal of Geotechnical and Geoenvironmental
Engineering, Vol. 131, No. 2
K. H. Park (2003), “Elastic Solution for Tunneling-Induced
Ground Movements in Clays” ASCE, International Journal of
Geomechanics, Vol. 4, No. 4, December 1, 2004.
Guilhem Mollon; Daniel Dias; and Abdul-Hamid Soubra (2010),
“Face Stability Analysis of Circular Tunnels Driven by a
Pressurized Shield” ASCE journal of Geotechnical and
Geoenvironmental Engineering, Vol. 136, No. 1
46. Eng. Kishor K. Ade
CONT…….
R.C.K. Wong and P. K. Kaiser (1991) “ Performance Assessment
of tunnels in Cohesions less” ASCE, Journal of Geotechnical
Engineering, Vol. 117, No 12.
Sang-baik Woo, Jong-ho Park, Hong-Sung Lee, Yong-Ki Choi,
“Recovery Execution in Collapsed Face of Soil-Tunnel Entrance
When One-Way Driving” Midas Journals
A. Pourtaghi , M.A. Lotfollahi-Yaghin (2011) “Wavenet ability
assessment in comparison to ANN for predicting the maximum
surface settlement caused by tunneling” Tunnelling and
Underground Space Technology
G. Girmscheid and Cliff Schexnayder, F.ASCE (2003), “Tunnel
Boring Machines” ASCE Practice Periodica