ABSTRACT

Geotechnical Aspects of Underground Construction in Soft Ground comprises a collection of 112 papers, the Fujita Lecture, three Special Lectures and the Bright Spark Lecture presented at the Tenth International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, held in Cambridge, United Kingdom, 27-29 June 2022. This second edition includes four general reports on the symposium themes.
The symposium 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), Rome (2011), Seoul (2014) and Sao Paulo (2017). This was organised by the Geotechnical Research Group at the University of Cambridge, under the auspices of the Technical Committee TC204 of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE).
Geotechnical Aspects of Underground Construction in Soft Ground includes contributions from more than 25 countries on research, design and construction of underground works in soft ground. The contributions cover:

  • Field case studies
  • Sensing technologies and monitoring for underground construction in soft ground
  • Physical and numerical modelling of tunnels and deep excavations in soft ground
  • Seismic response of underground infrastructure in soft ground
  • Design and application of ground improvement for underground construction
  • Ground movements, interaction with existing structures and mitigation measures

The general reports give an overview of the papers submitted to the symposium, covered in four technical sessions. The proceedings include the written version of the five invited lectures covering topics ranging from developments in geotechnical aspects of underground construction, tunnelling and groundwater interaction (short and long-term effects), the influence of earth pressure balance shield tunnelling on pre-convergence and segmental liner loading (field observations, modelling and implications on design).
Similar to previous editions, Geotechnical Aspects of Underground Construction in Soft Ground represents a valuable source of reference on the current practice of analysis, design, and construction of tunnels and deep excavations in soft ground. The book is particularly aimed at academics and professionals interested in geotechnical and underground engineering.

part |207 pages

Field case studies and sensing technologies

chapter |9 pages

Ovalisation of cast-iron tunnels in response to nearby tunneling work

ByM. Alhaddad, K. Soga

chapter |7 pages

Lubrication characteristics of pipejacking in soft alluvial deposits

ByWen-Chieh Cheng, Ge Li, Dominic E.L. Ong

chapter |7 pages

A recent subway construction incident in soft alluvial deposits of Taiwan

ByWen-Chieh Cheng, Ge Li, Md Mizanur Rahman

chapter |9 pages

Settlements due to tunneling in the City of São Paulo

ByA. Lopes dos Santos, W. Bilfinger, H.C. Rocha

chapter |8 pages

Evaluation of geological/geotechnical geostatistical models for tunneling applications

ByR. Gangrade, W. Trainor-Guitton, M. Mooney, J. Grasmick

chapter |8 pages

Pillar uplift observed in braced excavation of a subway station

ByY.B. Gao, Z.Y. Yang, T.J. Yao, X.M. Tang

chapter |8 pages

Design of large twin-wall cofferdams for ship impact

ByB.D. Jones, E. Murphy, P.J. Astle

chapter |6 pages

Design of large temporary works ship impact protection structures

ByB.D. Jones, E. Murphy, P.J. Astle

chapter |9 pages

Large-scale improvement work of subway stations in soft ground

ByS. Konishi, T. Moriya, R. Fukuda, T. Murakami, K. Okanoya

chapter |8 pages

Comparison between predicted and measured performance of a deep excavation in soft clay in Gothenburg, Sweden

ByJ. Langford, K. Karlsrud, E. Bengtsson, C. Hof, R. Oscarsson

chapter |7 pages

Grouting for the rescue of stuck TBM in conglomerate boulder layer

ByHung-Jiun Liao, Shao-Jie Weng, C.C. Ho, Ricky K.N. Wong

chapter |10 pages

Tunnelling in urban areas and pile interception challenges – a case study: Bank station upgrade project (BSCU)

ByA. Nasekhian, C. Anthony, B. Haig, M. Dewhirst, J. Ares, C. Barker

chapter |8 pages

Cementitious systems with carbon nanomaterials for underground infrastructure

ByI. Papanikolaou, A. Al-Tabbaa, M. Goisis, T. Embley

chapter |6 pages

Pipe jacking tunnel construction crossing the Bang Pakong River

ByK. Piriyakul, S. Pochalard, E. Rungrueng

chapter |8 pages

Nine Elms Station substructure – implementation of the Observational Method by progressive modification

ByNigel Pye, Chris Lile, Anthony O’Brien, Channari Penh

chapter |8 pages

Deep excavations for buildings in the Sabana Formation Bogota

ByJ.A. Rodriguez

chapter |8 pages

EPB tunneling and shaft construction in soft deltaic deposits for a railway link to Barcelona airport

ByS. Sánchez, E. Silva, J. Izquierdo, A. Gens, E. Alonso

chapter |8 pages

Settlements induced by EPB TBMs tunneling, a case study of theoretical and monitoring values

ByA. Siemińska-Lewandowska, R. Kuszyk

chapter |7 pages

Monitoring of an existing concrete-lined tunnel at CERN excavated in the molasse rock

ByK. Soga, V. Di Murro, L. Pelecanos, C. Kechavarzi, L. Scibile, J.A. Osborne, R.F. Morton

chapter |7 pages

Achieving sustainability in tunnelling through innovation

ByA.H. Thomas

chapter |8 pages

Measured post-construction ground response to EPBM tunnelling in London Clay

ByM.S.P. Wan, J.R. Standing, D.M. Potts, J.B. Burland

part |281 pages

Modelling and testing of tunnels and deep excavations in soft ground

chapter |6 pages

Torque estimation for tunnel boring machine design in soft ground

ByM. Ambrosi, K.B. Glab, W. Broere

chapter |9 pages

Albert Embankment: Design of deep excavations in the River Thames foreshore

ByO. Brown, P. Stewart, S. Thomson, B. Patel, A.M. Waller, S. Sismondi, F. Quesada

chapter |9 pages

Influence of TBM geometry on lining loads of deep tunnels

ByV. De Gori, A. de Lillis, S. Miliziano

chapter |8 pages

Development of a new excavation technique for centrifuge testing in sand

ByN.E. Faustin, R.J. Mair, M.Z.E.B. Elshafie

chapter |9 pages

Prediction of damage intensity of reinforced concrete tunnels and soil against blast loading

ByK. Senthil, S. Rupali, L. Pelecanos

chapter |9 pages

EPB-TBM tunnel under internal pressure: Assessment of serviceability

ByN.A. Labanda, A.O. Sfriso, D. Tsingas, R. Aradas, M. Martini

chapter |8 pages

A risk assessment of downdrag induced by reconsolidation of clays after upwards pipe jacking

ByN.A. Labanda, A.O. Sfriso, D. Tsingas, R. Aradas, M. Martini

chapter |8 pages

Small-scale modelling of pile drilling in sand – investigation of the influence on surrounding ground

ByE.J. Lande, S. Ritter, E.J. Lande, H. Tyvold, S. Nordal

chapter |5 pages

Excavation of an artificial tunnel using compressed air

ByN. Losacco, M. Cafaro, R. Marazzita

chapter |7 pages

Investigation of the seismic performance of the complicated tunnel sections with non-uniform heights

ByH. Nitta, S. Ito, T. Otsuka, S. Konishi, K. Tsuno, S. Tsuchiya, K. Maekawa

chapter |7 pages

Influence of the annulus grout on the soil-lining interaction for EBP tunneling

ByM. Ochmański, G. Modoni, G. Spagnoli

chapter |8 pages

Long term additional load on a shield tunnel in soft clay due to clay consolidation with water leakage

ByShigeaki Oka, Jin Saito, Yoshihiro Ito, Wei Li, Shunsuke Kaneko, Alireza Afshani, Hirokazu Akagi

chapter |6 pages

A study of a strut-free excavation system in deep excavations

ByC.Y. Ou, A. Lim, P.G. Hsieh, S.C. Chien

chapter |6 pages

Undrained seismic response of tunnels

ByE.A. Sandoval, A. Bobet

chapter |7 pages

Preliminary evidences on the influence of grains micro-structural features on the TBM tools wear

ByD. Sebastiani, S. Miliziano, G. Guida, F. Casini

chapter |6 pages

A miniature EPB TBM for use in a geotechnical centrifuge

ByC.J. Shepheard, A.S.N. Alagha, G.M.B. Viggiani, S.K. Haigh

chapter |9 pages

Urban tunnelling in glacial soils: Tunnel de Champel, Geneva

ByW. Steiner, T. Witschi, A. Ferrari

chapter |8 pages

Simplified stress-strain models applied to data from triaxial and pressuremeter tests on London Clay

ByP.J. Vardanega, M.D. Bolton, S.K. Haigh, R.W. Whittle, A. Klar, M.G. Williamson

chapter |7 pages

Multi-objective optimisation design for composite tunnel linings using non-dominated sorting genetic algorithm

ByW. Zhai, D. Chapman, A. Faramarzi, H. Huang, D. Zhang

chapter |8 pages

Support pressure transfer at a slurry supported tunnel face due to time dependent decrease of soil permeability

ByC. Zhao, Z. Zizka, B. Schoesser, M. Thewes, A.A. Lavasan

chapter |8 pages

SEM deformation prediction and observation by 3D numerical analysis

ByH. Zheng, M. Mooney, M. Gutierrez, C. Bragard

chapter |8 pages

Face stability of slurry shield-driven tunnel in an aquifer

ByT. Xu, W.H. Zhou, A. Bezuijen

chapter |7 pages

Numerical analysis of Double-O-Tube shield tunneling in Shanghai

ByD. Zhou, L. Zdravković

part |262 pages

Ground movements, interaction with existing structures and mitigation measures

chapter |8 pages

Interaction between a newly excavated underground ramp and deep existing tunnels

ByA. Afshani, G. Hassan, H. Akagi, K. Endou

chapter |9 pages

Pile driving interaction with existing tunnel

ByK.J. Bakker, R. Spruit, F.C.M. van Overstraten Kruijsse

chapter |7 pages

Bayesian inference for deep excavations

ByW.J. de Wolf, M. Korff, A. van Seters, J.H. van Dalen

chapter |9 pages

An underground excavation in Barcelona and its interaction with existing structures

ByA. Di Mariano, A. Varga, A. Gens

chapter |9 pages

Equivalent frame model for the assessment of tunnel-induced damage to masonry buildings

ByD.B. Gulen, S. Acikgoz, H.J. Burd

chapter |6 pages

Tunnel lining behaviors of close proximity large diameter parallel shield tunnels

ByT. Hashimoto, J. Nagaya, M. Isa, K. Fujiwara

chapter |8 pages

Use of spile umbrellas to reduce deformation

ByA. Klinger, J. Fillibeck

chapter |6 pages

Modified gap method for prediction of TBM tunnelling-induced soil settlement in sand - a case study

ByB.T. Le, N.T. Nguyen, S. Divall, R.J. Goodey, R.N. Taylor

chapter |7 pages

Long-term behaviour of ground around tunnel due to groundwater level fluctuations

ByWei Li, Shigeaki Oka, Alireza Afshani, Hirokazu Akagi

chapter |8 pages

Numerical investigation into time-dependent effects on short-term tunnelling-induced ground response in London Clay

ByA.R. López, A. Tsiampousi, D.M.G. Taborda, J.R. Standing, D.M. Potts

chapter |8 pages

Semi-coupled modelling of soil-structure interaction during tunnel construction: Two case studies from Bank Station Capacity Upgrade

ByA. Luciano, M.N. Pascariello, E. Bilotta, S. Acikgoz, R. Mair

chapter |7 pages

Centrifuge tests on tunnel-building interaction in liquefiable soil

ByG. Miranda, V. Nappa, E. Bilotta, S.K. Haigh, S.P.G. Madabhushi

chapter |7 pages

The effect of deep excavation on existing railway tunnel

ByM. Mitew-Czajewska

chapter |8 pages

Mapping the risk of building damage due to excavation-induced displacements

ByS. Ritter, L. Piciullo, A.O. Kydland Lysdahl, M. Kahlström, J. Langford, F. Nadim

chapter |7 pages

A new approach for compensation grouting in highly permeable gravel

ByM. Sailer, J. Fillibeck, S. Geuder

chapter |8 pages

Prediction of long-term settlement in shield tunnel using GA-BP neural network

ByYi-Ming Shen, Dong-Mei Zhang, Jie Zhang, Dong-Mei Zhang, Jie Zhang

chapter |9 pages

Tunnelling through a piled foundation: Interaction effects

ByDavor Simic, Belén Martínez-Bacas

chapter |8 pages

The use of protective structures to reduce tunnelling induced damage to buildings

ByG. Song, A.M. Marshall, C.M. Heron

chapter |8 pages

Evaluation method on ground movement using continuum ground model

ByM. Sugimoto, J. Chen, P.T. Anh, K. Manabe, L.G. Lam, S. Chaiyaput

chapter |6 pages

Longitudinal structural deformation of shield tunnels induced by overlying excavation

ByH.N. Wu, S. Chen, R.P. Chen, Y. Liu, H.Z. Chen, F.Y. Meng, S.L. Shen

chapter |8 pages

Simulating the water-soil leakage induced deformation around the shield tunnel with material point method

ByX.C. Xie, D.M. Zhang, M.L. Zhou, S.J. Feng, D.M. Zhang, S.J. Feng

chapter |5 pages

Modelling ground response to TBM tunnelling with active face support

ByT. Xu, W.H. Zhou, A. Bezuijen

chapter |6 pages

Tunnel face stability considering drainage and surface settlements

ByC. Yi, S. Senent, R. Jimenez

chapter |8 pages

Impact of subsoil spatial variability on deformations of immersed tunnel

ByX. Zhang, X. Wu, W. Broere*

part |102 pages

Design and application of ground improvement for underground construction

chapter |6 pages

Microcapsule-based self-healing cement stabilised clay

ByB. Cao, C. Litina, L. Souza, A. Al-Tabbaa

chapter |8 pages

Soil enhancement via microbially induced calcite precipitation

ByC. Konstantinou, G. Biscontin

chapter |7 pages

Base grouting against uplifting water for a deep excavation in Taipei basin

ByHung-Jiun Liao, Shao-Jie Weng, Shih-Hao Cheng, Ricky K.N. Wong

chapter |8 pages

Soil conditioning for EPB tunnelling in coarse grained soils based on laboratory model tests

ByA.S. Merritt, S.A. Jefferis, R.B. Storry

chapter |8 pages

Influence of mineral or polymeric modification on bentonite-based tunnel face support

ByP. Mianji, W. Baille, T. Wichtmann, R. Verst, M. Pulsfort

chapter |9 pages

Parameter selection for ground improvement works: Lessons from an instrumented site and numerical analysis

ByG.A. Pittaro, S.H. Goh, C.F. Leung, N. Mace

chapter |8 pages

Jet grouting for tunnelling at London Victoria station

ByP. Rutty, C. Prangley, I. Heath, F. Mimnagh

chapter |7 pages

Unconfined compressive strength of sand-fines mixtures treated with chemical grouts

ByG. Spagnoli, W. Seidl, E. Romero, M. Arroyo, R. Gómez, J. López