1 AIT Asian Institute of Technology

An evaluation of pile foundations in the Bangkok area

AuthorDecha Vongthieres
Call NumberAIT Thesis no. 131
Subject(s)Piling (Civil engineering)

NoteA thesis submitted in partial fulfillment if the requirements for the degree of Master of Engineering in the SEATO Graduate School of Engineering, Bangkok, Thailand.
PublisherAsian Institute of Technology
AbstractThis thesis presents (1) an evaluation and correlation of the design methods used to determine the ultimate carrying capacity of piles driven into Bangkok clays based on compiled data on existing piles and (2)a laboratory investigation of the effect of disturbance and aging on the shear strength characteristics of the Bangkok clays. In the investigation of the strength regain, the scope of the tests was limited to the condition at constant water content and void ratio. The shear strength characteristics of the Bangkok clays both soft and stiff clays were investigated by testing at undisturbed condition, immediately after complete remolding and 1, 4, 10, 28 and 70 days after remolding. The soft clays which were tested by the laboratory vane apparatus exhibited an average sensitivity of 7, and the percentage thixotropic regain was about 90 per cent after curing at constant water content for 70 days. The shear strength characteristics of the stiff clays, which were divided into two sets designated as Hl and H2, exhibited average sensitivity of 1.4 and 1.5, respectively. The strength regains with time of the Clay Hl were not definite due to different stiffness of the samples. The percentage thixotropic regain of the Clay H2 was about 20 per cent after 70 days. The value of the second part of the research, in which various dynamic driving formulas and the static formula based on the shear strength of the clays were analyzed, was somewhat limited by the inadequacy of the pile data. A method of evaluation of the pile capacity based on the assumption that the clays resist the pile load by their undisturbed, remolded and cured strength along the pile was investigated.
Year1966
TypeThesis
SchoolStudent Research Before 1979
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Dr. Za-Chieh Moh;
Examination Committee(s)Dr. Chai Muktabhant;Dr. William J. Venuti;Dean Milton E. Bender, Jr.
DegreeThesis (M.Eng.) - SEATO Graduate School of Engineering


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