AI SearchEffects of high water content on the undrained shear strength of Bangkok clay treated with cement using CIU triaxial test (Record no. 35168)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 04745nas|a2200421 i 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260818095247.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 040818s2003 th uzm rtt 00| a1eng d |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b11936915 |
| 099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Classification number | AIT Thesis no.GE-02-10 |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Ning, Zhang Gao |
| 245 10 - TITLE STATEMENT | |
| Title | Effects of high water content on the undrained shear strength of Bangkok clay treated with cement using CIU triaxial test |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Pathum Thani, Thailand : |
| Name of publisher, distributor, etc. | Asian Institute of Technology, |
| Date of publication, distribution, etc. | 2003 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 120 leaves |
| 490 1# - SERIES STATEMENT | |
| Series statement | Thesis ; |
| Volume/sequential designation | no. GE-02-10 |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (M.Eng.) - Asian Institute of Technology, 2003 |
| 500 ## - GENERAL NOTE | |
| General note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | In this study, a total of 33 CIU triaxial tests have been conducted to investigate the undrained strength behavior of the base clay and cement treated Bangkok soft clay at higher water content. The remolding water content (w*) varies from 100%, 130%, to 160%, and the water content to cement content ratio (cw/Aw) ranged from 5 to 20. The cement content (Aw), vary from 5% to 22%. The results demonstrated that cement treatment modify the soft Bangkok clay from normally consolidated to overconsolidated state. The degree of overconsolidation is influenced by the cement content, the preconsolidation pressures and the water content. Generally, the higher cement content, the lower preconsolidation pressure and the lower water content (near the LL); the higher the degree of overconsolidation and the more brittle behavior. On the other hand, the lower cement content, the higher preconsolidation pressure and the higher water content (more than LL); the lower the degree of overconsolidation and more ductile behavior. At higher cement content (Aw2::10%), the preconsoliadtion pressures from 50 to 200kPa have no effect on the stress-strain characteristic of cement treated clay because the mean yield stress is much more higher than the preconsolidation pressures. At the same cw/ Aw ratio, the strength of the treated soil is not the same. Moreover, the water content has bigger effect than cement content on the undrained strength of cement treated clay, especially for cement content equal to or greater than 10%. For any ratio cw/Aw such that the cement content, Aw2::10%, the strength behavior is governed by the mixing water content; the closer the mixing water content to liquid limit, the higher the strength developed for certain ratio cw/Aw. For any ratio cw/Aw, such that the cement content Aw<10%, the strength behavior is governed by the cement content; and the higher the Aw, the higher the strength developed for certain value of cw/Aw. Furthermore, there is an optimum clay water content, which is found close to the Liquid Limit of the base clay, that the treated soft Bangkok clay can get the highest strength at particular cement content. For remolding water content varying from 100%, 130% and 160%, the corresponding minimum optimum cement content are 10%, 15% and 20%, respectively, for cement treated clay. The failure criterion of samples with cement content of Aw2:: 10% is bulging failure and eventually the samples split associated with shear failure. In contrast, the failure criterion of the samples with cement content of Aw<10% is the shear failure with distinct failure plane. Finally, an empirical strength development equation is proposed for the Bangkok treated clay with cement content (Aw2::10%). |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Shear strength of soils |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Soil consolidation test |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Bergado, Dennes T., |
| Relator term | Chairperson |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Takemura, Jiro, |
| Relator term | Examination Committee |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Glawe, Ulrich, |
| Relator term | Examination committee |
| 710 2# - ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | AIT Partial Fellowship, |
| Relator term | Scholarship Donor |
| 810 2# - SERIES ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | Asian Institute of Technology. |
| Title of a work | Thesis ; |
| Volume/sequential designation | no. GE-02-10 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B08320">http://203.159.5.9/ait-thesis/detail.php?q=B08320</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b11936915 |
| b | mnait |
| c | u |
| 902 ## - LOCAL DATA ELEMENT B, LDB (RLIN) | |
| a | 240419 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) | |
| Operator's initials, OID (RLIN) | 0 |
| Cataloger's initials, CIN (RLIN) | 040818 |
| First date, FD (RLIN) | m |
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| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnait |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnait |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnarc |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | 20-AIT Publication |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | 40-Archives |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050120715551 |
| CREATED | CREATED : 2004-08-13 |
| RECORD Id | RECORD # : i12411851 |
| LPATRON | LPATRON : 1019623 |
| LCHKIN | LCHKIN : 2008-03-08 |
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| CREATED | CREATED : 2004-08-13 |
| RECORD Id | RECORD # : i12411863 |
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| Barcode | Barcode : 30050160054952 |
| CREATED | CREATED : 2016-05-23 |
| RECORD Id | RECORD # : i12985922 |
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| Withdrawn status | Lost status | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Cost, normal purchase price | Total checkouts | Full call number | Barcode | Date last seen | Copy number | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | AIT Publications | 18/08/2026 | 50.00 | AIT Thesis no.GE-02-10 | 30050120715551 | 18/08/2026 | 1 | 18/08/2026 | 20-AIT Publication | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | AIT Publications | 18/08/2026 | 50.00 | AIT Thesis no.GE-02-10 | 30050120715544 | 18/08/2026 | 2 | 18/08/2026 | 20-AIT Publication | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | Archives | 18/08/2026 | AIT Thesis no.GE-02-10 | 30050160054952 | 18/08/2026 | 1 | 18/08/2026 | 40-Archives |