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035 _a.b10430672
099 9 _aAIT Thesis no. GT-81-07
100 1 _aHo, Yu-chen
245 1 0 _aMechanical behaviour of a trial embankment on Bangkok clay
260 _aBangkok :
_bAsian Institute of Technology,
_c1982
300 _a163 p.
490 1 _aThesis ;
_vno. GT-81-07
500 _a thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1982
520 _aThis thesis reports the details of the mechanical behavior of a trial embankment placed on the campus of AIT during a period of October 1980 -- March 1982. It contains four main parts; (1) soil properties, (2) the behavior of a foundation during and after the construction of a trial embankment, (3) the further change in behavior of a foundation caused by the excavations near the toes of the embankment together with the additional fill of the excavated material along the slopes of existing embankment, (4) the results of analysis using a Finite Element Programme. It was found that the response of the foundation was understandable in its overall behavior but was far more complicated in its local behavior.
650 0 _aEmbankments
650 0 _aClay
_xThailand
_xBangkok
700 1 _aOhta, Hideki,
_eChairperson
700 1 _aYudhbir,
_eExamination Committee
700 1 _aTomiolo, A.,
_eExamination Committee
710 2 _aThe Government of Republic of China,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. GT-81-07
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B21220
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