TY  - BOOK
AU  - Chana Towan
AU  - Balasubramaniam,A.S.
AU  - Moh,Za-Chieh
AU  - Brenner,R.P.
AU  - Holmberg,Soren
ED  - The government of Canada, 
TI  - Consolidation characteristics of stiff Nong Ngoo Hao clay
T2  - Thesis
PY  - 1976///
CY  - Bangkok
PB  - Asian Institute of Technology
KW  - Clay
KW  - Thailand
KW  - Nong Ngoo Hao
KW  - Testing
N1  - A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand; Thesis (M.Eng.) - Asian Institute of Technology, 1976
N2  - This thesis presents a study on consolidation of clays.  In the study undisturbed Stiff Nong Ngoo Hao Clay were subjected to varying consolidation pressures, pressure increment ratios and pressure increment durations during one-dimensional consolidation. The data by the previous investigators on  Weathered clay and Soft clay were included for comparison purpose. The test results were interpreted by using Terzaghi and Gibson & La 's theory. It is found that the effects of loading conditions on compressibility  were insignificant, however, the rate of pore water pressure dissipation was much faster than that predicted by the theories of Terzaghi and Davis &  Raymond. The rate of consolidation was found to be a function of loading conditions
UR  - http://203.159.5.9/ait-thesis/detail.php?q=B23761
ER  -