01876nam a2200277   450000500170000000800410001703500150005810000210007324500380009426000520013230000100018449000220019450001600021650200580037652007390043465000190117365000170119265000160120970000360122570000410126170000510130270000430135371000830139681000540147985600650153320260818133429.0080198         th                  eng    a.b103297170 aWiroj Jinanarong10aHeave of soil due to pile driving  aBangkok :bAsian Institute of Technology,c1975  a76 p.1 aThesis ;vno. 766  aA thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology Bangkok Thailand.  aThesis (M.Eng.) - Asian Institute of Technology, 1975  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, 0aSoil mechanics 0aPile drivers 0aFoundations1 aRichardson, A.M., eChairperson1 aBrand, E.W., eExamination Committee1 aBalasubramaniam, A.S., eExamination Committee1 aBrenner, R.P., eExamination Committee2 aGovernment of Japan and the Asian Institute of Technology, eScholarship Donor2 aAsian Institute of Technology.tThesis ;vno. 766  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B24025