Stress paths below embankments and excavations in Bangkok subsoils (Record no. 113676)
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| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260818222800.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 261198s1990 th r 0000|00eng d |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b10644878 |
| 099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Classification number | AIT Thesis no. GT-89-15 |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Yau, Kwok Fai |
| 245 10 - TITLE STATEMENT | |
| Title | Stress paths below embankments and excavations in Bangkok subsoils |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Bangkok : |
| Name of publisher, distributor, etc. | Asian Institute of Technology, |
| Date of publication, distribution, etc. | 1990 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 117 p. |
| 490 1# - SERIES STATEMENT | |
| Series statement | Thesis ; |
| Volume/sequential designation | no. GT-89-15 |
| 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 |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (M.Eng.) - Asian Institute of Technology, 1990 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | This thesis illustrates stress path studies on soft clays under embankments and in excavations. The stress path followed by a soil element depends on which zone it is located, and the geometry of the embankments or excavations. Along the centerline underneath the embankment, the total stress path followed by a soil element in the weathered crust is much of lesser slope than the Ko-line in the (q {u2022} ,p) plot. The total stress path for a soil element in the very soft clay layer is above the Ko-line in the (q {u2022} ,p) plot and deviates from the standard triaxial stress path used in conventional tests. The total stress path followed by a soil element in the soft to medium stiff clay layer followed by a soil element is along the Ko-line. For points outside the embankments, the total stress paths are shown as the extension loading type. When the ratio of the base width of the embankment to the soft soil layer thiclrness is greater than 2, the total stress paths followed by a soil element in the soft clay layer is along the Ko line. The one-dimensional loading condition can be used for the long term settlement analysis. In the case of excavations, the total stress paths followed by a soil element in the very soft clay layer along the centerline describes an unloading extension state. It is found that the triaxial test can not simulate the stress paths for points under the slope excavation. The triaxial unloading extension test can simulate the stress paths for points under the vertical excavation. Adjacent to the vertical surface of the excavation, the stress path followed by a soil element can be simulated by the triaxial unloading compression test. In view of the stress path followed by a soil element depends on which zone it is located, the finite element analysis should incorporate the soil parameters as described from the appropriate laboratory or field test which closely simulates the stress path followed by the soil under the field condition. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Embankments |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Balasubramaniam, A.S., |
| Relator term | Chairperson |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Honjo, Yusuke, |
| Relator term | C0-Chairperson |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Indraratna, Buddhima, |
| Relator term | Examination Committee |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Rantucci, Giovanni, |
| Relator term | Examination Committee |
| 710 2# - ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | The Government of Korea, |
| 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. GT-89-15 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18400">http://203.159.5.9/ait-thesis/detail.php?q=B18400</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b10644878 |
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| 902 ## - LOCAL DATA ELEMENT B, LDB (RLIN) | |
| a | 240401 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) | |
| Operator's initials, OID (RLIN) | 2 |
| Cataloger's initials, CIN (RLIN) | 951012 |
| First date, FD (RLIN) | m |
| -- | a |
| -- | s |
| -- | 0 |
| 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 : 30050003016333 |
| CREATED | CREATED : 1995-10-16 |
| RECORD Id | RECORD # : i10828333 |
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| Barcode | Barcode : 30050003016341 |
| CREATED | CREATED : 1995-10-16 |
| RECORD Id | RECORD # : i10828345 |
| LPATRON | LPATRON : 1012135 |
| LCHKIN | LCHKIN : 2000-05-06 |
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| Barcode | Barcode : 30050120309652 |
| CREATED | CREATED : 2016-05-24 |
| RECORD Id | RECORD # : i12989812 |
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| Withdrawn status | Lost status | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | 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 | AIT Thesis no. GT-89-15 | 30050003016333 | 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 | AIT Thesis no. GT-89-15 | 30050003016341 | 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. GT-89-15 | 30050120309652 | 18/08/2026 | 1 | 18/08/2026 | 40-Archives |

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