5CLOUGH G W,O(ROURKE T D.Construction induced movements of in-siTUwalls[C]// Design and Performance of Earth Retaining Structures,Proceedings of a Specialty Conference at Cornell University.New York:ASCE,1990:439-470.
6HSIEH P G,OU C Y.Shape of ground surface settlement profiles caused by excavation[J].Canadian Geotechnical Journal,1998,35(6):1 004-1 017.
7KOITER R L.General theorems for elastic-plastic solids[M].Amsterdam:North-Holland Publishing Company,1960.
8KANO U,TORU Y,TOMIO T.Stability of slurry trench excavation in soft clay grounds stability[C]// Doboku Gakkai Rombun-Hokokushu:Proceedings of the Japan Society of Civil Engineers.[S.l.]:[s.n.],1973:37-45.
9ROBOSKI J,FINNO R J.Distributions of ground movements parallel to deep excavations in clay[J].Canadian Geotechnical Journal,2006,43(1):43-58.
10KRISTIN M,RICHARD J F,EDWIN C R.Analysis of effects of deep braced excavations on adjacent buried utilities[R].Evanston:Northwestern University,2003.