AI SearchDevelopment of pore pressure in soil
Call Number: AIT Thesis no. 511 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 511Publication details: Bangkok : Asian Institute of Technology, 1973Description: 79 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1973 Summary: 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.
| Cover image | Item type | Current library | Home library | Collection | Shelving location | Call number | Materials specified | Vol info | URL | Copy number | Status | Notes | Date due | Barcode | Item holds | Item hold queue priority | Course reserves | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
20-AIT Publication
|
Asian Institute of Technology Library AIT Publications | AIT Thesis no. 511 (Browse shelf(Opens below)) | 1 | Available | 30050002897543 | |||||||||||||
40-Archives
|
Asian Institute of Technology Library Archives | AIT Thesis no. 511 (Browse shelf(Opens below)) | Available | 30050160107578 |
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
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.
There are no comments on this title.