1st Edition
Geotechnical Aspects of Underground Construction in Soft Ground
This volume comprises three keynote lectures by internationally well-known experts in the field of underground construction, the inaugural Fujita lecture to honor professor Keiichi Fujita, and the regular papers presented at the 8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (IS-Seoul 2014).
Topics covered in the present volume include:
- Design, analysis, and construction of tunnels and underground space in soft ground
- Excavation and tunnelling in difficult ground conditions
- Physical and numerical modelling of deep excavation and tunnel
- Interaction between underground construction and adjacent structures
- Monitoring of underground construction
- Risk management and mitigation
- Sustainable development of underground space and its application
- Climate change and environmental-friendly underground development, and
- Mechanized tunnelling in soft ground
Geotechnical Aspects of Underground Construction in Soft Ground is particularly aimed at academics and professionals interested in geotechnical and underground engineering.
The symposium was organized under the auspices of the Korean Geotechnical Society (KGS) and the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE) Committee TC204. IS-Seoul 2014 is the latest in a series which began in New Delhi in 1994, and was followed by symposia in London (1996), Tokyo (1999), Toulouse (2002), Amsterdam (2005), Shanghai (2008), and Rome (2011).
Preface
Organization
Sponsors
Keiichi Fujita lecture
Urban development: Decisions making processes in the planning of sub-structure construction
H.D. St. John
Keynote lectures
Geotechnical optimization in underground construction
I.-M. Lee
The influence of tunnelling and deep excavation on piled foundations
R.J. Mair & M.G.Williamson
E-Defense shaking test on large model of underground shaft and tunnels
I. Towhata, Y. Kawamata, M. Nakayama & S. Yasuda
Design, analysis, and construction of tunnels and underground space in soft ground
Tunnel design underneath the operating runway of Incheon airport
S.K. Kim, D.J. Choi, C.Y. Ahn, M.K. Jung, H.N. Moon & Y.K. Kim
Evaluation of movements and structural forces resulting from bored tunnelling in sand
B.C.B. Hsiung, C.C. Tsai, H.N. Huang & W.Y. Song
A new approach for seismic active thrusts in deep excavations
A.D. Garini
Physical modelling and PIV analyses of an underground tunnel heading
J.S. Shiau, M.S. Sams & R.J. Kemp
Effect of repeated shear deformation on twin tunneling – model test and finite element analysis
H.M. Shahin, S. Kuroi &T. Nakai
Reinforcing mechanism of anchor type retaining wall – model test and numerical analysis
T. Nakai, H.M. Shahin, K. Okuda & M. Kato
Three-dimensional arching effect on vertical circular shafts
S.S. Jeong, K.Y. Kim & H.S. Lim
South Toulon tube: 3D numerical back-analysis on in situ measurements
J.P. Janin, H. Le Bissonnais, A. Guilloux, D. Dias, R. Kastner & F. Emeriault
Evaluation of piping stability under dynamic conditions
K.H. Kim, G.C. Park, D.R. Kim & J.H. Shin
Analysis of the displacement caused by construction conditions at a rear side of sheet pile structures on soft ground
S.Y. Jung, J.S. Choi & T.H. Kim
Excavation and tunnelling in difficult ground conditions
Deflection behavior of the steel pipe-jacking in soft soil seabed
L. Zhen, J.J. Chen, J.H.Wang, G. Cheng & Q.H. Li
Use of special jet grouting technologies for tunnel’s crown and core advance consolidation – technical aspects and case studies
D. Vanni, M. Siepi & G. Lunardi
Geotechnical control for artificial ground freezing works in tunnel projects in Hong Kong
T.S.K. Lam & P.L.R. Pang
Evaluation of tunnel jacking induced ground surface heave
W.A. Prakoso &Y. Lase
Use of 3D finite element method for back study of a failed basement excavation in soft clay
S.S. Lin, J.C. Liao & S.D. Yang
Effect of wall batter angel on soil nail walls performance
E. Zolqadr & S.S. Yasrobi
Temporary support of excavation walls-case study
E. Zolqadr, M. Pasdarpour &A. Golshani
Effect of swelling of subgrade soil on the flexible pavement
M.R.M. Al-Qayssi
Ground settlement trough due to DOT shield tunneling
Y.S. Fang, M.Y. Huang, C. Liu & C.C. Kao
Numerical simulation of artificial-freezing propagation for subsea-tunnel construction: Effect of refrigerant temperature and ground water
D. Lee, H.-J. Choi, K. Pham, I.-M. Lee & H. Choi
Physical and numerical modelling of deep excavation and tunnel
Design of deep excavations in fine-grained soils accounting for changes in pore water pressures
L. Callisto, F. Maltese & F. Bertoldo
Study on characteristics of grease flow resistance by element test
M. Sugimoto, Y. Hirai, T.N. Huynh & T. Tamai
Numerical investigation of the effect of cross walls in reducing ground settlement induced by deep excavation
C.Y. Ou, P.G. Hsieh & S.C. Chien
3D numerical modelling of the impact of tunnelling in soft soil on buried pipelines
F. Emeriault & K. Meng
Physical modeling of soil-structure interaction in the subsidence area
H.L. Nghiem, F. Emeriault & M. Al Heib
Physical and numerical experimental study of stress-strain state of the structure lining of a shallow tunnel
A.C. Torres & E.A. Padilla
Tunnel modelling: Stress release and constitutive aspects
T.G.S. Dias & A. Bezuijen
Permanent increments of internal forces on a tunnel lining due to dynamic loadings
G. Lanzano & E. Bilotta
Numerical modelling of ground improvement techniques considering tension softening
H.F. Schweiger, P. Sedighi, S. Henke & K.-M. Borchert
Passive load estimation on single piles and pile groups from visco-plastic mud-flow
J. Aschrafi, C. Moormann & D. Stolle
3-Dimensional numerical modeling of SPB shield TBM tunneling-induced ground settlement considering volume loss processes
H.K. Park, S.B. Chang & S.B. Lee
Comparison of numerical and analytical methods of analysis of tunnels
H. Elarabi & A. Mustafa
Interaction between underground construction and adjacent structures Response of tunnels due to blast loading
R. Prasanna &A. Boominathan
Advanced numerical modelling of multi-storey buildings response to tunnelling
D. Boldini, V. Fargnoli, C.G. Gragnano & A. Amorosi
Numerical modelling of the interaction between a deep excavation and an ancient masonry wall
A. Amorosi, D. Boldini, G. de Felice, M. Malena & G. Di Mucci
Pile-tunnel interaction: A conceptual analysis
T.G.S. Dias & A. Bezuijen
Numerical analysis of a 36m deep diaphragm wall – parametric study
M. Mitew-Czajewska
Important aspects when modelling the interaction between surface structures and tunnelling in sand
G. Giardina, M.J. DeJong & R.J. Mair
Stability evaluation on widening of parallel tunnels
M.-H. Lee, S.-Y. Koh, B.-J. Kim, Y.-S. Jang & J.-N. Yun
Micro-disturbance construction in closely overlapped shield tunneling based on automatic monitoring
X.Y. Xie & C. Liu
Twist deformation of buildings from ground movements due to skewed-tunnel excavation
E. Namazi, H. Mohamad, A.K.B. Hong & A.Y.M. Yassin
Stiffness reduction in soft Chicago clay during deep urban excavations
Y.-H. Jung & T.S. Kim
Monitoring of underground construction
Stress-path and piezometric head field analysis of soil during earth pressure balanced shield tunneling
A. Afshani & H. Akagi
Shield tunneling analysis and measures under elevated high-speed railway
G. Quanmei, S. Yao, Y. Xiaoming & Z. Shunhua
Application of close range photogrammetry to passive and active retaining wall model tests and numerical analysis
S.-M. Kong & Y.-J. Lee
In-situ monitoring of earth pressures upon large shield tunnel with small overburden
L. Han, G.L. Ye, J.H.Wang & Z.H. Huang
Monitoring dataset of deformations related to deep excavations for North-South Line in Amsterdam
M. Korff & F.J. Kaalberg
A case study of a deep excavation on a soft lacustrine clay of Bogota, Colombia, with emphasis between predicted and measured deformations
J.A. Pineda-Jaimes, L.A. Estevez & N.A. Daza
Probabilistic back-analysis of K0 and deformation properties of fine soils found in Line 2 of Santiago Metro, Chile
M.O. Cecílio Jr., P.I.B. Queiroz, P.L. Valenzuela & A. Negro
Ground deformation measurement due to model tunnelling with tunnel roof reinforcement using close range photogrammetric technique
J.-H. Lee & Y.-J. Lee
Settlement analyses of underground circular tunneling in soft clay
J.S. Shiau, M.S. Sams, J. Zhang & R.J. Kemp
Monitoring of rock surface shape using laser scanner
C.H. Hong, T.M. Oh & G.C. Cho
Monitoring the effects of tunnelling under an existing tunnel-fibre optics
C.Y. Gue, M.Wilcock, M.M. Alhaddad, M.Z.E.B. Elshafie, K. Soga & R.J. Mair
Enhancement of filterability of fiber drainage using vibrational energy from polyvinylidence fluoride (PVDF) Film
Z.H. Xin, J.H. Moon, I. Kim &Y.U. Kim
Risk management and mitigation
Settlements of buildings and buried pipelines induced by adjacent deep excavation in Shanghai soft ground
Y.P. Dong, H.J. Burd & G.T. Houlsby
Rock fissure grouting in Singapore granite for building protection during station construction
J.N. Shirlaw,W. Kay & P. Venu
Process simulation as a tool for TBM jobsite logistics planning
R. Duhme, T. Rahm, M. Scheffer, M. König & M. Thewes
Some construction experiences of a motorway road tunnel collapse
J. Mecsi
Relevant relations in order to better assess preconsolidation pressure values for the design of underground constructions in soft ground
J.C. Gress
Field tests of long-range design conical foundations in Karaganda coal basin
A.Zh. Zhussupbekov, B.A. Bazarov & A.N. Konakbaeva
Bearing capacity and deformation of the base of deep foundations’ ground bases
I.T. Mirsayapov & I.V. Koroleva
A field case study on construction of underground passageway with non-open excavation method
Y.-S. Jang, S.M. Shin & J.H. Hoe
Macro earthquake hazard map for liquefaction potential using big data of site investigation
J.-S. Choi & W.-H. Baek
Sustainable development of underground space and its application
Evaluation of the driving safety in a continuous tunnel by using the driving simulator
J.-Y. Yoo, Y. Kawahara, A. Enokida, S.Washio, Y. Tamaoki & M. Shinji
Case study of deep excavation in existing underground structure of three-story basement and diaphragm wall
C.J. Kuo, Y.K. Lin, C.L. Hung & S.S. Lin
Applying vacuum in one dimensional and isotropic test carried out in remolded material
M.R. Bonilla
Impact of in situ stresses on underground cavern design
K.F. Chan & P.C. Stone
Design features of transport tunnels in difficult physical-geographical conditions of Kyrgyzstan
K.Ch. Kozhogulov, O.V. Nikolskaya & G.A. Kadyralieva
A preliminary study on the structural stability of room-and-pillar underground structures
C. Lee, H.-S. Shin & S.-H. Chang
Earth pressures against the excavation wall in a jointed rock mass
M. Son & S. Adedokun
Shallow tunnel construction using a new tunneling technique: M-CAM
J.H. Choi, J.H. Lee, J.S. Lim & H. Cho
Effect of soil-basement interaction on seismic responses of structures
D.K. Kim, D.S. Kim & H.G. Ha
Climate change and environmental-friendly underground development
Outcomes of RRTT, a predictive exercise on the behavior of tunnels under seismic actions
E. Bilotta, F. Silvestri & S.P.G. Madabhushi
Groundwater drawdown induced ground settlement during tunneling – sensitivity analysis on influencing factors
C. Yoo & E.M. Jung
Construction of underpassing a crowded junction with shallow soil depth (case study, Tehran)
A. Golshani, M. Hosseini & S. Majidian
Seismic tunnel response in jointed rock mass
D.H. Park & J.-K. Yoo
A review: Microscopic approach on geosynthetic-soil interface
C.W. Kwak, I.J. Park & J.B. Park
Comparison of effects of complex initial stress state parameters on undisturbed loess dynamic properties
Y. Luo, Z.Wang & H. Guo
Study on performance of energy textile installed in tunnel by CFD analysis and field tests
C.H. Lee, S.W. Park & H.S. Choi
Observations on groundwater leakage through cracks and segment joints in a concrete segmental tunnel lining
V. Tellioglu & S. Lerpido
Effect of polymer content on mechanical properties of thin spray-on liner
J.-T. Han, G.-P. Lee, S.-H. Chang & M.-S. Choi
Minimizing overbreak and underbreak using abrasive waterjet technology in underground excavation
T.M. Oh, G.W. Joo & G.C. Cho
Mechanized tunnelling in soft ground
Soil pressures at the cutting wheel and the pressure bulkhead of an EPB-shield
A. Bezuijen &A.M. Talmon
Keeping the face support in soft ground TBM tunnelling
T. Babendererde & P. Elsner
EPB tunnelling in mixed geological formations: A case study
A. Di Mariano & A. Gens
The behaviour of the cast in situ retaining walls of Seville Underground
P. Arozamena, A. Jaramillo & C. Oteo
A numerical model for the tunnel boring machine interaction with soil
D. Festa,W. Broere & J.W. Bosch
TBM face stability & excess pore pressures in close proximity of piled bridge foundations controlled with 3D FEM
F.J. Kaalberg, J.A.T. Ruigrok & R. De Nijs
Directional control of EPB shield in spiral curve
C. Chanchaya & S. Suwansawat
Influence of intermediate principal stress on correction formula of bearing capacity of rock foundation
Z. Zhi-Min & L.Wei-Dong
Hanoi soft soils in salt – affected media
N.N. Truc & B. Kirov
Mechanical behavior of ground due to EPB shield TBM tunnel excavation passing through fractured zone
W.-S. Cho, K.-I. Song & K.-Y. Kim
Author index
Biography
Chungsik Yoo, Seong-Wan Park, Bumjoo Kim, Hoki Ban