TY  - BOOK
AU  - Wiroj Jinanarong
AU  - Richardson,A.M.
AU  - Brand,E.W.
AU  - Balasubramaniam,A.S.
AU  - Brenner,R.P.
ED  - Government of Japan and the Asian Institute of Technology, 
TI  - Heave of soil due to pile driving
T2  - Thesis
PY  - 1975///
CY  - Bangkok
PB  - Asian Institute of Technology
KW  - Soil mechanics
KW  - Pile drivers
KW  - Foundations
N1  - A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology Bangkok Thailand; Thesis (M.Eng.) - Asian Institute of Technology, 1975
N2  - Several 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
UR  - http://203.159.5.9/ait-thesis/detail.php?q=B24025
ER  -