5R. N. Hwang, D. J. Wu, C. J. Lee. Pore pressure response to shield tunneling in soft clay [ A ]. South East Asian Symposium on Tunneling and Underground Space Development [ C ]. Bangkok,Thailand, 1995. 33-40.
6R. N. Hwang,Z. C. Moh, M. Chen. Pore pressure induced in soft ground due to tunneling [ A ]. Symposium on Geotechnical Aspects of Underground Construction in Soft Ground [ C]. London,UK,1996. 695-700.
7Yasuhiko Okada, Hirotaka Ochiai. Coupling pore-water pressure with distinct element method and steady state strengths in numerical triaxial compression tests under undrained conditions [ J ]. Landslides ,2007,4(4) :357- 369.
8Pelin Tohumcu Ozener, Kutay Ozaydm, Mehmet M. Berilgen. Investigation of liquefaction and pore water pressure development in layered sands [ J ]. Bull Earthquake Eng. 2009,7( 1 ) : 199-219.
9Skemptorl A W. The pore pressurc coefficients A and B [J]. Geotechnique,1954,4(4) : 143 - 147.
10Henkel D J. The shear strength of saturated remoulded clays [ A ]. Proceedings, Research Conference on Shear Strength of Cohesive Soils [ C ]. Boulder, Colorado, 1960.
