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008 190198 th eng
035 _a.b10165691
099 9 _aAIT Thesis no. 918
100 0 _aYoungyuth Taesiri
245 1 0 _aConsolidation characteristics of Rangsit clay
260 _aBangkok :
_bAsian Institute of Technology,
_c1976
300 _a152 p.
490 1 _aThesis ;
_vno. 918
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering at the Asian Institute of Technology Bangkok Thailand.
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1976
520 _aThis thesis was concerned with the consolidation characteristics of Rangsit Clay. An extensive consolidation tests were conducted to study the stress history, the compressibility and the rate of compression of this clay. The new results were presented with the past results. ยท It was found that the Weathered and Soft Rangsit Clay shown the apparent overconsolidation. The maximum past pressure is very well defined by the small load increment and duration. The compressibility of the clay was less affected by the specimen size. However, the specimen size played the major role in the rate of compression. The results of consolidation tests in horizontal direction show the less horizontal maximum past pressure than that in the vertical direction. The rate of compression in horizontal direction was always faster than that of the vertical direction.
650 0 _aSoil consolidation test
700 1 _aBrand, E.W,
_eChairperson
700 1 _aHolmberg, Soren,
_eExamination Committee
700 1 _aBrenner, R.P.,
_eExamination Committee
710 2 _aThe British Government,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 918
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B23806
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