TY  - BOOK
AU  - Chitchai anantasech
AU  - Nelson,John D.
AU  - Moh,Za-Chieh
AU  - Chai Muktabhant, 
ED  - Government of the  United Kingdoms and Asian Institute of Technology, 
TI  - Development of pore pressure in soil
T2  - Thesis
PY  - 1973///
CY  - Bangkok
PB  - Asian Institute of Technology
KW  - Soil consolidation
KW  - Soils
KW  - Clay
KW  - Testing
N1  - A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering at the Asian Institute of Technology, Bangkok, Thailand; Thesis (M.Eng.) - Asian Institute of Technology, 1973
N2  - This thesis presents the results of an investigation on the pore pressure response of artificially sedimented clay (kaolinite)  and Bangkok clay under different drainage conditions and the pore pressure response of artificially sedimented clay (kaolinite) under different consolidation pressures, load increments and Kc. It was found that there were no significant effects on pore pressure response due to consolidation pressure, load increment and  drainage conditions between undrained and drained conditions. However, there existed a higher pore pressure response under anisotropic consolidation conditions and in the partially drained condition
UR  - http://203.159.5.9/ait-thesis/detail.php?q=B24249
ER  -