[1]
Chang C Y, Duncan J M. Analysis of soil movement around a deep excavation[J]. Journal of the Soil Mechanics and Engineering Foundations Division, ASCE, 1981, 107(SM3): 1629-1653.
Google Scholar
[2]
Mana A I, Clough G W. Predication of movement for brace cuts in clay[J]. Journal of the Soil Mechanics and Engineering Foundations Division, ASCE, 1981, 107(GT6): 759-778.
Google Scholar
[3]
Posts D M, Fourie A B. The behavior of a propped retaining wall: results of numerical experiment[J]. Geotechnique, 1984, 34(3): 383-404.
DOI: 10.1680/geot.1984.34.3.383
Google Scholar
[4]
Hata S, Ohta H Yoshida S, Kitamura H, Honda T. A deep excavation in soft clay performance of anchored diaphragm wall[J]. In: Proceedings of the Fifth International Conference on Numerical Methods in Geotechnique Engineering, Najoya, 1985, (2): 725-730.
Google Scholar
[5]
Chan D H, Morgenstern N R. Analysis of progressive deformation of the Edmonton Convention Center Excavation[J]. Canadian Geotechnical Journal, 1987, 24: 430-440.
DOI: 10.1139/t87-053
Google Scholar
[6]
Borja R I. Analysis of incremental excavation based on critical theory[J]. Journal of Geotechnical Engineering Division, ASCE, 1990, 116(6): 964-985.
DOI: 10.1061/(asce)0733-9410(1990)116:6(964)
Google Scholar
[7]
Hibbit, Karlson and Sorrenson(HKS). ABAQUS user's manual 6. 3[M]. Pawtucket, RI, USA. (2002).
Google Scholar
[8]
Mana A I, Clough W G. Predication of movements in brace cuts in clay[J]. Journal of Geotechnical Engineering Division, ASCE, 1981, 107(GT6): 759-778.
DOI: 10.1061/ajgeb6.0001150
Google Scholar
[9]
Chandrasekaran V S, King G J. Simulation of excavation using finite elements[J]. Journal of Geotechnical Engineering Division, ASCE, 1974, 100(GT9): 1086-1089.
DOI: 10.1061/ajgeb6.0000100
Google Scholar
[10]
H G Poulos, L T Chen. Pile response due to excavation-induced lateral soil movement[J]. Journal of Geotechnical and Geoenvironment Engineering, ASCE, 1997, 94-99.
DOI: 10.1061/(asce)1090-0241(1997)123:2(94)
Google Scholar