3Oblozinsky P,Ugai K,Katagiri M,et al.A design method for slurry trench wall stability in sandy ground based on the elasto-plastic FEM[].Computers and Geosciences.2001
4Fox P J.Analytical solutions for stability of slurry trench[].Journal of Geotechnical Engineering.2004
5Powrie W,Kantartzi C.Ground response during diaphragm wall installation in clay: centrifuge model tests[].Geotechnique.1996
6MORGENSTERN N,AMIR-TAHMASSEB I.The stability of a slurry trench in cohesionless soils[].Geotechnique.1965
7TSAI J S.Stability of weak sublayers in a slurry supported trench[].Canadian Geotechnical Journal.1997
8NG C W W,YAN R W M.Stress transfer and deformationmechanisms around a diaphragm wall panel[].Journal of Geotechnicaland Geoenvironmental EngineeringASCE.1998
9FILZ G M,ADAMS T,DAVIDSON R R.Stability of long trenches insand supported by bentonite-water slurry[].Journal of Geotechnicaland Geoenvironmental EngineeringASCE.2004