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035 _a.b10329717
099 9 _aAIT Thesis no. 766
100 0 _aWiroj Jinanarong
245 1 0 _aHeave of soil due to pile driving
260 _aBangkok :
_bAsian Institute of Technology,
_c1975
300 _a76 p.
490 1 _aThesis ;
_vno. 766
500 _aA thesis submitted in partial fulfilment 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, 1975
520 _aSeveral types of heave gage were developed and tested to choose the best one for measuring heave of soil due to pile driving in a site where large crossection concrete piles (.425 x .425 x 25.00 m,) were driven. Heave of soil was measured for single piles, groups of two piles and a group of four piles. For single piles, heave was assumed to have a symmetrical shape around the pile. For pile group, contours of equal heave were drawn. Local spots of high heave were observed scattered within the contour. The reason of this phenomina was not known. Volume of heave was estimated to be about 20 - 45 % of total volume of displaced soil. Boundary of soil effected by pile driving was found not changing when driving up to 4 piles,
650 0 _aSoil mechanics
650 0 _aPile drivers
650 0 _aFoundations
700 1 _aRichardson, A.M.,
_eChairperson
700 1 _aBrand, E.W.,
_eExamination Committee
700 1 _aBalasubramaniam, A.S.,
_eExamination Committee
700 1 _aBrenner, R.P.,
_eExamination Committee
710 2 _aGovernment of Japan and the Asian Institute of Technology,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 766
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24025
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