AI SearchInteraction and deformation behavior of hexagonal wire mesh reinforcement at vicinity of shear surface on sand and volcanic ash (lahar) backfills (Record no. 61944)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 04387nas a2200397 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260818143650.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 970818s1997 th uu m rtt 0| a1eng d |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b11632458 |
| 099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Classification number | AIT Thesis no.GE-96-14 |
| 100 0# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Chairat Teerawattanasuk |
| 245 10 - TITLE STATEMENT | |
| Title | Interaction and deformation behavior of hexagonal wire mesh reinforcement at vicinity of shear surface on sand and volcanic ash (lahar) backfills |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Bangkok : |
| Name of publisher, distributor, etc. | Asian Institute of Technology, |
| Date of publication, distribution, etc. | 1997 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 121, A-3, B-3, C-4, D-4, E-4 leaves : |
| Other physical details | ill. + |
| Accompanying material | 1 online resource |
| 490 1# - SERIES STATEMENT | |
| Series statement | Thesis ; |
| Volume/sequential designation | no. GE-96-14 |
| 500 ## - GENERAL NOTE | |
| General note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (M. Eng.) - Asian Institute of Technology |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Soil is an abundant construction material which is weak in tension. The inclusion of tensile reinforcement such as hexagonal wire mesh provides soil strength as well as improve compressive and shear resistance. Limited research on its behavior with different fill materials has been done. In order to investigate the interaction and deformation behavior of hexagonal wire mesh reinforcement at the vicinity of shear surface, laboratory experiments were carried out by using large scale direct shear apparatus. Ayutthaya sand locally known as silty sand and volcanic ash (lahar) were selected as fill materials. Two types of hexagonal wire mesh, namely: galvanized and PVC-coated were used as reinforced materials in this research. A total number of sixty-six large scale direct shear tests were performed with different normal stresses and various inclination angles of hexagonal wire mesh reinforcement on both fill materials. All of the results of large scale direct shear tests followed the Coulomb envelope ('t = c +cr11 tan ~ ). The direct sliding coefficient, fds, of both types of hexagonal wire mesh in both fill materials can be considered equal with the assigned specific value of 0.9. With the different initial inclination, 8, of hexagonal wire mesh to the shear plane, the maximum of shear force in silty sand occurred at 40° and 41 ° for galvanized and PVC-coated. At the inclination angle of 30° with both types of wire mesh, the maximum shear force occurred in lahar. The relationships are seemed to not depend on the levels of normal stress. The inclination factor, Ir, varied from 0.13 to 0.35 for silty sand and from 0.23 to 0.50 for lahar corresponding to initial inclination angle, 8, of 30° to 90°. Maximum value of Ir obtained from silty sand and lahar was found at e of 90°. Maximum reorientation of hexagonal wire mesh are not greater than bisection direction (Ir = 0.5) and have not reached to tangential direction (Ir = 1.0). The local strain mobilized in hexagonal wire mesh increased with increasing of confining stress and seemed to be affected by initial inclination angle. For lahar, with both types of hexagonal wire mesh, the limited strains at shear displacement of 75 mm varied from 2% to 8% while for silty sand, the limited strains varied from 1 % to 3.5%. The measured strain approximately agreed with the prediction of Long (1997) at 45° and 60° initial inclination angles. Finally, the deformation of reinforcement at the vicinity of shear surface indicated similar parabolic shape. |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Soil stabilization |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Soil-structure interaction |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Bergado, Dennes T., |
| Relator term | Chairperson |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shibuya, Satoru, |
| Relator term | Examination Committee |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Kohgo, Yuji, |
| Relator term | Examination Committee |
| 710 2# - ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | The STARR Foundation, |
| 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-96-14 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B13416">http://203.159.5.9/ait-thesis/detail.php?q=B13416</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b11632458 |
| b | mnait |
| c | m |
| 902 ## - LOCAL DATA ELEMENT B, LDB (RLIN) | |
| a | 240402 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) | |
| Operator's initials, OID (RLIN) | 0 |
| Cataloger's initials, CIN (RLIN) | 970818 |
| First date, FD (RLIN) | m |
| -- | a |
| -- | m |
| -- | 0 |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnait |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnarc |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | 22-AIT Thesis (Replacement) |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | 40-Archives |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050120718225 |
| CREATED | CREATED : 2014-03-25 |
| RECORD Id | RECORD # : i12779143 |
| LPATRON | LPATRON : 0 |
| LCHKIN | LCHKIN : - |
| RENEWALS | # RENEWALS : 0 |
| -- | # OVERDUE : 0 |
| -- | IUSE3 : 0 |
| -- | TOT CHKOUT : 0 |
| -- | TOT RENEW : 0 |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050160081377 |
| CREATED | CREATED : 2016-05-16 |
| RECORD Id | RECORD # : i12978322 |
| 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 | 18/08/2026 | 50.00 | AIT Thesis no.GE-96-14 | 30050120718225 | 18/08/2026 | 3 | 18/08/2026 | 22-AIT Thesis (Replacement) | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | Archives | 18/08/2026 | AIT Thesis no.GE-96-14 | 30050160081377 | 18/08/2026 | 1 | 18/08/2026 | 40-Archives |