01841nam a2200241   450000500170000000800410001703500150005810000270007324500810010026000520018130000110023349000230024450001620026750200580042952007720048765000400125970000430129970000440134270000350138671000580142181000550147985600650153420260818095029.0250398         th                  eng    a.b102279820 aVeeraphol Srimahachota10aEffect of pile driving on pore pressure, shear strength and bearing capacity  aBangkok :bAsian Institute of Technology,c1978  a152 p.1 aThesis ;vno. 1292  aA thesis submitted in partial fulfillment 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, 1978  aThe effect of pile driving on pore pressure and shear strength was  investigated at a site where the subsoil consists of an 8 m _thick deposit of soft clay underlaid by stiff clay. Two pile groups were installed. One group consisted of 16,7.8 m long piles while the other group included 9,11.5 m long piles. All the piles were timber piles with an average  diameter of 20 cm. Pore pressure measurements were carried out both within the pile groups and at different distances from the group. The shear strength of  the subsoil was measured by means of field vane tests before and after the installation of the pile groups. Finally, a few load tests of the piles were carried out at different times after the piles were driven in order to evaluate the adhesion factor.  0aPiling (Civil engineering)xTesting1 aBrenner, R.P., eExamination Committee1 aCampbell, K.V., eExamination Committee1 aHolmberg, Soren, eChairperson2 aThe Royal Netherlands Government, eScholarship Donor2 aAsian Institute of Technology.tThesis ;vno. 1292  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B22898