| 000 | 03298cas a2200409 a 4500 | ||
|---|---|---|---|
| 005 | 20260817162415.0 | ||
| 008 | 090421s1979 th uu|m rtt 0| a1eng d | ||
| 035 | _a.b10081744 | ||
| 099 | 9 | _aAIT Thesis no.1019 | |
| 100 | 0 | _aVallop Suwansunthorn | |
| 245 | 1 | 0 | _aAnalysis of pile driving and pile load test data in the Bangkok area |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1979 |
||
| 300 | _a368 p. | ||
| 490 | 1 |
_aThesis ; _vno. 1019 |
|
| 500 | _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1979 | ||
| 520 | _aPile load test dat a and associated pile driving records and soil information were collected from 31 projects in the Bangkok area. There were 71 tests carried out to failure consisting of 64 compression loading tests and 7 tension loading tests. The piles tested were 47 driven prestressed concrete piles, 5 steel piles and 7 cast in-situ piles. The concrete piles were of various shapes and cross-sectional areas. Dutch cone tests were also carried out at six sites where load tests were in progress. The data were analyzed with respect to ultimate bearing capacity by various methods and compared with the observed ultimate carrying capacities. The methods used included the total stress method, the use of pile driving formulae, the wave equation analysis, Van der Veen's method using Dutch cone penetration tests, and methods employing the load-settlement characteristics to predict the failure load of tests not carried to failure, i . e. Bullen's , Chin's, Mazurkiewicz's, Davisson' s , Hansen's and Fuller & Hoy' s procedures. The analysis revealed that predictions using the total stress method, the results from Dutch cone tests or wave equation analysis correlated fairly wei1 with the observed failure loads. For predicting the ultimate load from load tests not carried out to failure Mazurkiewicz' s method yielded by far the best correlation. | ||
| 650 | 0 |
_aPiling (Civil engineering) _xTesting |
|
| 700 | 1 |
_aBrenner, R.P., _eChairperson |
|
| 700 | 1 |
_aBalasubramaniam, A.S., _eExamination Committee |
|
| 700 | 1 |
_aAkagi, Toshinobu, _eExamination Committee |
|
| 710 | 2 |
_aThe Federal Republic of Germany, _eScholarship Donor |
|
| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. 1019 |
|
| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B22356 |
||
| 907 |
_a.b10081744 _bmnait _cx |
||
| 902 | _a250627 | ||
| 998 |
_b2 _c951012 _dm _ea _fx _g0 |
||
| 945 | _lmnait | ||
| 945 | _lmnait | ||
| 945 | _lmnarc | ||
| 942 | _c20 | ||
| 942 | _c40 | ||
| 909 |
_aBarcode : 30050002837168 _bCREATED : 1994-05-16 _cRECORD # : i10083819 _dLPATRON : 1019709 _eLCHKIN : 2009-05-03 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 1 _iTOT CHKOUT : 2 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050120862296 _bCREATED : 1994-05-16 _cRECORD # : i10083820 _dLPATRON : 1014256 _eLCHKIN : 2000-06-16 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 1 _iTOT CHKOUT : 1 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050160089032 _bCREATED : 2016-04-29 _cRECORD # : i12963793 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 999 |
_c4925 _d4925 |
||