Overall Organizational Planning and Environment Protection of Group Foundation Pits Construction for Comprehensive Renovation Works of Shanghai Bund Tunnel
3HSIEH Pio-go, OU Chang-yu. Shape of ground surface settlement profiles caused by excavation[J]. Canadian Geotechnical Journal, 1988,35 : 1004-1017.
4SCHANZ T, VERMEER P A, BONNINER P G. The hardening soil model: Formulation and verifacation[C]//Be- yond 2000 in Computational Geotechnics. Rotterdam: [s. ra ], 1999 : 281-297.
5VERMEER P A. Double hardening model for sand[J]. Geotechnique, 1978,28(4):413-433.
6OHDE J. Zur theorie der druckvertei[ung im baugrund[J]. Der Bauingenieur, 1939,20:451-459.
7JANBU N. Soil compressibility as determined by oedometer and triaxial test[C]//Proeeedings of the 3rd European Conference on Soil Meehanics and Foundation Engineering. Wiesbaden: Is. n. ], 1963 : 19-25.
8BENZ T. Small strain stiffness of soils and its numerical consequences[D]. Stuttgart: University of Stuttgart, 2006: 75-91.
9MATSUOKA H, NAKAI T. Stress-deformation and strength characteristics of soil under three different principal stresses[J]. Japan Society of Civil Engineers, 1974,232 : 59-70.