| 000 | 02431nas|a2200385 i 4500 | ||
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| 005 | 20260817171240.0 | ||
| 008 | 951012s1980 th uzm rtt 00| a1eng d | ||
| 035 | _a.b10110094 | ||
| 099 | 9 | _aAIT Thesis no.GT-79-06 | |
| 100 | 1 | _aKueh, Ngee-wei | |
| 245 | 1 | 0 | _aBehaviour of short piles in soft clay |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1980 |
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| 300 | _a93 p. | ||
| 490 | 1 |
_aThesis ; _vno. GT-79-06 |
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| 500 | _aA thesis submitted in the partial fulfilment of the requirement for the degree of Master of Engineering, School of Engineering and Technology | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1980 | ||
| 520 | _aTwenty reinforced concrete piles with a cross-section of 15 cm x 15 cm were constructed for this study. All the piles were 2 m long. They were spliced together at the site to form 4 m and 6 m spliced piles. Three of each group were driven into the ground. Short-term full scale load tests for determination of the failure load were carried out on five spliced-piles. One out of each group was subjected to long-term loading of which the design working load of 1 ton was applied and maintained constant throughout the testing period. Inclination of the spliced piles were measured by the strain-gauges mounted on PVC tubes. Pore water pressure were also measured during and after the driving and found that the excess pore pressure dissipated about 80% of its initial value with 14 days. | ||
| 650 | 0 |
_aPiling (Civil engineering) _xTesting |
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| 700 | 1 |
_aAkagi, T., _eChairperson |
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| 700 | 1 |
_aAngel, Shlomo, _eExamination Committee |
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| 700 | 1 |
_aBrenner, R.P., _eExamination Committee |
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| 710 | 2 |
_aThe Government of Thailand, _eScholarship Donor |
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| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. GT-79-06 |
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| 856 |
_3Full-text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B22011 |
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