AI Search2D and 3D numerical modeling of hexagonal wire mesh reinforced embankment on soft Bangkok clay (Record no. 18)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 04448nas|a2200433 i 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260817161123.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 021115s2002 th u m rtt 00| a1eng d |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b11870163 |
| 099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Classification number | AIT Thesis no. GE-01-12 |
| 100 0# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Cholachat Rujikiatkamjorn |
| 245 10 - TITLE STATEMENT | |
| Title | 2D and 3D numerical modeling of hexagonal wire mesh reinforced embankment on soft Bangkok clay |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Bangkok : |
| Name of publisher, distributor, etc. | Asian Institute of Technology, |
| Date of publication, distribution, etc. | 2002 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 132 leaves |
| 490 1# - SERIES STATEMENT | |
| Series statement | Thesis ; |
| Volume/sequential designation | no. GE-01-12 |
| 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, 2002 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | The numerical modeling of the full scale test embankment reinforced with steel grid reinforcement and hexagonal wire mesh have been analyzed by finite element and finite difference methods under two-dimensional (2D) as well as threedimensional (3D) conditions. The 2D numerical simulations, using finite element program, PLAXIS, and finite difference program, FLAC30 can be adopted to investigate the overall behavior of steel grid reinforced embankment on soft soil foundation and agreed well with the predicted results proposed by Chai (1992). The 2D numerical simulations of hexagonal wire mesh reinforced embankment by using finite element program, PLAXIS, and finite difference program, FLAC30 using 25 times of vertical laboratory permeability 25 (kv) overestimated the measured settlement data. Furthermore, the predicted results from 3D analysis using 25 times of vertical laboratory permeability 25 (kv) of hexagonal wire mesh reinforced · embankment are lower than the 2D analysis. The predicted maximum pore pressures under 2D condition are higher than those under 3D condition. For the analysis of hexagonal wire mesh reinforced wall, the 3D finite difference simulation using 5 times of vertical laboratory permeability (5kv) can reasonably capture its behavior on soft foundation. In comparison with the field measurements, the predicted results from 3D analysis reasonably agreed with measured data. Thus, the finite size boundary and the selected permeability influenced the behavior of the reinforced embankment constructed on soft ground foundation. The simulated maximum tension lines in the reinforcements tend to follow the coherent gravity failure plane. The maximum tension at the bottom of the reinforced embankment occurred near midpoint portion away from the facing due to the settlement of the soft soil foundation. The tensions in the reinforcement increase from Ka-line to K0-line with increasing vertical settlements and the lateral displacements of the wall. Finally, The factors affecting on the numerical simulation were the stages of the construction, the boundary conditions in the field, the variation of soil permeability of the soft soil foundation, and the selection of appropriate model as well as the properties of the interface between the backfill soil and the reinforcement material corresponding to their interaction mechanism. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Embankments |
| General subdivision | Thailand |
| -- | Bangkok |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Numerical grid generation (Numerical analysis) |
| General subdivision | Thailand |
| -- | Bangkok |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Bergado, Dennes T., |
| Relator term | Chairperson |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Park, Kyung Ho, |
| Relator term | Examination Committee |
| 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 | Government of Japan, |
| 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-01-12 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B07908">http://203.159.5.9/ait-thesis/detail.php?q=B07908</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b11870163 |
| b | mnait |
| c | u |
| 902 ## - LOCAL DATA ELEMENT B, LDB (RLIN) | |
| a | 240403 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) | |
| Operator's initials, OID (RLIN) | 0 |
| Cataloger's initials, CIN (RLIN) | 021115 |
| First date, FD (RLIN) | m |
| -- | a |
| -- | u |
| -- | 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 : 30050120716013 |
| CREATED | CREATED : 2002-11-15 |
| RECORD Id | RECORD # : i12306174 |
| LPATRON | LPATRON : 1022449 |
| LCHKIN | LCHKIN : 2011-08-21 |
| RENEWALS | # RENEWALS : 0 |
| -- | # OVERDUE : 0 |
| -- | IUSE3 : 0 |
| -- | TOT CHKOUT : 5 |
| -- | TOT RENEW : 14 |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050120715981 |
| CREATED | CREATED : 2002-11-15 |
| RECORD Id | RECORD # : i12306186 |
| LPATRON | LPATRON : 1015662 |
| LCHKIN | LCHKIN : 2004-09-27 |
| RENEWALS | # RENEWALS : 0 |
| -- | # OVERDUE : 0 |
| -- | IUSE3 : 0 |
| -- | TOT CHKOUT : 6 |
| -- | TOT RENEW : 10 |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050160054374 |
| CREATED | CREATED : 2016-05-23 |
| RECORD Id | RECORD # : i12985156 |
| LPATRON | LPATRON : 0 |
| LCHKIN | LCHKIN : - |
| RENEWALS | # RENEWALS : 0 |
| -- | # OVERDUE : 0 |
| -- | IUSE3 : 0 |
| -- | TOT CHKOUT : 0 |
| -- | TOT RENEW : 0 |
| 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 | 17/08/2026 | 50.00 | AIT Thesis no. GE-01-12 | 30050120716013 | 17/08/2026 | 1 | 17/08/2026 | 20-AIT Publication | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | AIT Publications | 17/08/2026 | 50.00 | AIT Thesis no. GE-01-12 | 30050120715981 | 17/08/2026 | 2 | 17/08/2026 | 20-AIT Publication | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | Archives | 17/08/2026 | AIT Thesis no. GE-01-12 | 30050160054374 | 17/08/2026 | 1 | 17/08/2026 | 40-Archives |