The International Information Center for Geotechnical Engineers

Deep Excavations

Abingdon Heights: Support of Excavation without Tie-Backs
R. Deschamps,G. Bonita,D. Kartofilis. (2008).
Deep Excavations in Hard Sandy Clays for Stations and Shafts of the Athens Metro Stavros Extension
R. Kulesza,N. Boussoulas,W.A. Marr. (2008).
Lateral responses of piles due to excavation-induced soil movements
F.Y. Liang,M.S. Huang,C.R. Zhang. (2008).
Basal stability of braced excavations in K0-consolidated soft clay by upper bound method
M.S. Huang,X.Y. Song. (2008).
Behavior of tunnel due to adjacent ground excavation under the influence of pre-loading on braced wall
I. Kim,S.D. Lee. (2008).
Discussion on design method for retaining structures of metro station deep excavations in Shanghai
Z.Z. Ma,D.P. Liu,G.B. Liu,R. Wang. (2008).
Risk assessment for the safe grade of deep excavation
H.W. Huang,X.H. Bao. (2008).
The construction and field monitoring of a deep excavation in soft soils
C.W.W. Ng,G.B. Liu,T. Liu. (2008).
Performance of a deep excavation in soft clay
C.W.W. Ng,J. Jiang,G.B. Liu. (2008).
Measurements of ground deformations behind braced excavations
A. Hashimoto,T. Yanagawa,H. Ota,T. Konda. (2008).
Observed behaviours of deep excavations in sand
H.Y. Chuay,B.C.B. Hsiung. (2008).
Historical cases and use of horizontal jet grouting solutions with 360? distribution and frontal septum to consolidate very weak and saturated soils
M.R. Pieroni,A. Ravaglia,R. Lopes,A. Koshima,G. Guatteri. (2008).
Fracturing of sand in compensation grouting
A.F. vanTol,M.P.M. Sanders,A. Bezuijen,K. Soga,K. Gafar. (2008).
Shotcrete excavations for the Munich subway – Comparison of different methods of face support in settlement sensitive areas
N. Vogt,J. Fillibeck. (2008).
Mechanisms that determine between fracture and compaction grouting in sand
M.P.M. Sanders,A.f. vanTol,A. Bezuijen. (2008).
Comparison of theory and test on excavation causing the variation of soilmass strength
L. Cong,J.Q. Wang,J. Zhou. (2008).
Monitoring and modelling of riverside large deep excavation-induced ground movements in clays
W.Y. Bao,H.W. Huang,D.M. Zhang. (2008).
The effect of deep excavation on surrounding ground and nearby structures
M. Mitew-Czajewska,A. Sieminska-Lewandowska. (2008).
3D finite element analysis of a deep excavation and comparison with in situ measurements
R. Lüftenegger,F. Scharinger,H.F. Schweiger. (2008).
Numerical modelling and experimental measurements for a retaining wall of a deep excavation in Bucharest, Romania
L. Batali,A. Marcu,H. Popa. (2008).
Ground movements in station excavations of Bangkok first MRT
N. Phienwej, . (2008).
Consideration of design method for braced excavation based on monitoring results
T. Konda,A. Hashimoto,T. Yanagawa,H. Ito,H. Ota. (2008).
Construction monitoring and numerical simulation of an excavation with SMW retaining stucture
H.W. Huang,Z.H. Li. (2008).
Numerical evaluation of dewatering effect on deep excavation in soft clay
M. Yang,L. LI. (2008).
Optimization design of composite soil-nailing in loess excavation
G.M. Chang, . (2008).
Analysis and numerical modeling of deep excavations
R.J. Finno, . (2008).
Supporting excavations in clay – from analysis to decision-making
A.S. Osman,S.Y. Lam,M.D. Bolton. (2008).
Identification of soil parameters for excavation using optimum method
P.G. Hsieh,T.C. Kung,Y.G. Tang. (2005).
The Effect of mixed foundations on the response of some buildings to excavation
K. Patterson-Kane,R.A. Algeo,D. Wen,J.N. Shirlaw. (2005).
FE-analysis of five deep excavations in lacustrine clay and comparison with in-situ measurements
H. Breymann,H.F. Schweiger. (2005).

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