| Author | Diti Hengchaovanich |
| Call Number | AIT Thesis no. 274 |
| Subject(s) | Clay--Thailand--Bangkok
|
| Note | A thesis submitted in partial fulfillment of the requirements
for the Degree of Master of Engineering at the Asian Institute
of Technology, Bangkok, Thailand |
| Publisher | Asian Institute of Technology |
| Abstract | An investigation was carried out on undisturbed samples of the Stiff Bangkok Clay taken from an average depth of 38 feet at the new campus of the Asian Institute of Technology at Rangsit, 40 kilometers north of Bangkok. Conventional isotropically consolidated undrained triaxial compression tests with pore pressure measurements were used in the investigation. The soil samples tested were grouped into two series. In the first series, the samples were consolidated at the confining pressure to be used in the particular test. In the second series, the samples were first consolidated at a maximum past pressure of 90 lb per sq in., and then allowed to swell under
various lower consolidation pressures prior to shear. The test results show that the Stiff Bangkok Clay is an
overconsolidated clay with a maximum past pressure of about 60 lb per sq in. The overconsolidation has been attributed to desiccation. It was observed that in the normally consolidated range, a unique normalized stress strain relationship was indicated.
In the overconsolidated range, the relationships were dependent upon the overconsolidation ratio. The overconsolidation ratio also influenced the effective stress path, undrained shear strength and pore pressure parameter A. The trends indicated by the results of Series II were very similar to those indicated
by Series I with some differences in magnitudes of the results
due to the different maximum past pressure. The behavior of the overconsolidated clay was explained in the light of diagenetic bonds developed during overconsolidation.
Comparison of the results with those obtained on other clays
indicated that the behavior of the Stiff Bangkok Clay was similar to that of the other clays. It was noted that for any particular overconsolidation ratio the Stiff Bangkok Clay appeared to have a relatively high undrained shear strength. Also the corresponding value of pore pressure parameter at failure was not as low as for most other clays. |
| Year | 1969 |
| Type | Thesis |
| School | Student Research Before 1980 |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Thesis (Year <=1979) |
| Chairperson(s) | Nelson, John D. |
| Examination Committee(s) | Moh, Za-Chieh ;Brand, E.W. |
| Scholarship Donor(s) | Asian Institute of Technology. |
| Degree | Thesis (M. Eng.) - Asian Institute of Technology, 1969 |
