Change in Undrained Shear Strength of Saturated Clay Due to Rebound (9999)
In order to examine the possibility of applying phi = 0 analysis of stability to the long term type problem, a series of triaxial compression tests is carried out on normally- and over-consolidated...
Prediction of Decrease in C Sub u Due to Rebound (9999)
Nakase,A., Kusakabe,O., Ohneda,H.
Decrease in undrained shear strength of cohesive soils due to rebound was investigated by a series of triaxial tests on a wide range of soil samples from clay to sandy clay. Soil samples were...
Nakase, A, Matsumoto, Y, Uchida, K, Honjo, I
In this study the experiences with carcinomas of the pancreas, ampulla of Vater, terminal comma bile duct, and duodenum found in a series of 3,610 patients collected from 57 major Japanese...
Nakase, A, Matsumoto, Y, Uchida, K, Honjo, I
In this study the experiences with carcinomas of the pancreas, ampulla of Vater, terminal comma bile duct, and duodenum found in a series of 3,610 patients collected from 57 major Japanese...