AI SearchEngineering properties of cement treated Bangkok clay
Call Number: AIT Thesis no. GE-98-06 Material type:
SeriesSeries: Asian Institute of Technology. Thesis ; no. GE-98-06Publication details: Bangkok : Asian Institute of Technology, 1999Description: 112 leavesSubject(s): Online resources: Dissertation note: Thesis (M.Sc.) - Asian Institute of Technology, 1999 Summary: Strength, compressibility, permeability and creep behavior of cement treated Bangkok clay was investigated. Soil samples were taken from Bangplee site. The clay sample was thoroughly mixed with Portland cement (Type I), using a special mixing and molding procedure to ensure uniformity of specimen. At 28 days, strength of cement treated clay was found 20 times higher than that of the base clay. Axial strain decreased with an increase in cement content. The stress path of cement treated clay was similar to that of highly overconsolidated clay. Effective friction angle increased with cement content. The cement treated clal showed lower friction angle as the cement content increased more than 150 kg/m . Cohesion intercept increased with cement content. Preconsolidation pressure increased with an increase in cement content. Permeability of cement treated clay was decreased with an increase in cement content. During undrained creep test, small axial deformation was found. Pore pressure increased with time under constant stress level. Semple's (1973) exponential creep equation is applicable for undrained creep behavior of cement treated Bangkok clay.
| 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. GE-98-06 (Browse shelf(Opens below)) | 1 | Available | 30050120717458 | |||||||||||||
|
20-AIT Publication
|
Asian Institute of Technology Library AIT Publications | AIT Thesis no. GE-98-06 (Browse shelf(Opens below)) | 2 | Available | 30050120717425 | |||||||||||||
40-Archives
|
Asian Institute of Technology Library Archives | AIT Thesis no. GE-98-06 (Browse shelf(Opens below)) | 1 | Available | 30050160080650 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Civil Engineering
Thesis (M.Sc.) - Asian Institute of Technology, 1999
Strength, compressibility, permeability and creep behavior of cement treated Bangkok clay was investigated. Soil samples were taken from Bangplee site. The clay sample was thoroughly mixed with Portland cement (Type I), using a special mixing and molding procedure to ensure uniformity of specimen. At 28 days, strength of cement treated clay was found 20 times higher than that of the base clay. Axial strain decreased with an increase in cement content. The stress path of cement treated clay was similar to that of highly overconsolidated clay. Effective friction angle increased with cement content. The cement treated clal showed lower friction angle as the cement content increased more than 150 kg/m . Cohesion intercept increased with cement content. Preconsolidation pressure increased with an increase in cement content. Permeability of cement treated clay was decreased with an increase in cement content. During undrained creep test, small axial deformation was found. Pore pressure increased with time under constant stress level. Semple's (1973) exponential creep equation is applicable for undrained creep behavior of cement treated Bangkok clay.
There are no comments on this title.