AI SearchAnalytical assessment on pile capacity in view of effects of groundwater drawdown and rebound associated with deep well pumping in Bangkok (Record no. 5296)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02321nam a2200289 a 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260817162524.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b12342828 |
| 100 0# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Kanthima Intachai |
| 245 10 - TITLE STATEMENT | |
| Title | Analytical assessment on pile capacity in view of effects of groundwater drawdown and rebound associated with deep well pumping in Bangkok |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Pathumthani : |
| Name of publisher, distributor, etc. | Asian Institute of Technoloty, |
| Date of publication, distribution, etc. | 2016 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Accompanying material | 1 online resource |
| 500 ## - GENERAL NOTE | |
| General note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Geotechnical and Earth Resource Engineering, School of Civil Engineering |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (Ph.D.) - Asian Institute of Technology, 2016 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Nowadays, the high-rise building and infrastructure is increasing in the Bangkok area. The design of pile foundation constructed on multi-layered soil deposits, the pile foundation designing depended on a practical experience and empirical design rules that need to generalization of subsoil conditions and important of all. There are problems of pile foundation design in Bangkok area because that have groundwater change occurs. Firstly, the heavy consumption of groundwater by deep well pumping which caused piezometric level decline and secondary, the low consumption of groundwater which decreased piezometric pressure in Bangkok and metropolitan area. Consequently, the single pile foundation analysis need to concentrate on groundwater level drawdown and rebound associated with soil conditions. Because of groundwater drawdown caused effective stress increased, and while groundwater recovery result in effective stress decreased occurs. Then, effective stress of soil is decreases and uplift pressure is increases which cause factor of safety of building is decrease. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Pile (Civil engineering) |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Groundwater |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Noppadol Phien-Wej, |
| Relator term | Chairperson |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Pham, Huy Giao, |
| Relator term | Examination Committee |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Suttisak Soralump, |
| Relator term | Examination committee |
| 710 2# - ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | Royal Thai Government Fellowship, |
| Relator term | Scholarship donor |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B04834">http://203.159.5.9/ait-thesis/detail.php?q=B04834</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b12342828 |
| b | mnait |
| c | j |
| 902 ## - LOCAL DATA ELEMENT B, LDB (RLIN) | |
| a | 240423 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) | |
| Operator's initials, OID (RLIN) | 0 |
| Cataloger's initials, CIN (RLIN) | 200108 |
| First date, FD (RLIN) | m |
| -- | a |
| -- | j |
| -- | 0 |
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