1 AIT Asian Institute of Technology

Strength and deformation characteristics of Bangkok sand under triaxial compression

AuthorMollah, Md. Alauddin
Call NumberAIT Thesis no.1012
Subject(s)Strength of materials
Strength of materials
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
PublisherAsian Institute of Technology
AbstractThis thesis presents and discusses the stress-strain behaviour and shear strength characteristics of loose and medium dense Bangkok sand under four different applied stress paths e.g. undrained, fully drained (constant cell pressure), constant stress ratio and constant mean normal stress and dense sand under fully drained stress path. The samples were collected from AIT site from a depth of 15.0-23.0 m. The samples were sieved by wet method and the materials passing No. 10 U.S. sieve (2.0 mm) and retained on No. 200 U.S. sieve (0.074 mm) were taken for research. The pre-shear consolidation pressures used were 10, 20, 30, 40, 50, 60, 70 & 80 lb/in2 (69.0, 138 .0, 207.0, 276.0, 345.0, 414. 0, 483.0 and 552.0 kN/mZ) and the samples were sheared under strain controlled condition. Smooth end platens were used and sleeve penetrations were taken into account. Comparisons of the results between CID test results on loose, medium and dense; CIU test on loose and medium; CIU, CID and constant p test on loose as well as medium sand were made. Finally, the prediction of shear and volumetric strain are made on loose sand in drained and constant p tests and compared with those obtained by the experiments.
Year1977
TypeThesis
SchoolStudent Research Before 1979
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Balasubramaniam, A.S.
Examination Committee(s)Holmberg, Soren ;Prinya Nutalaya
Scholarship Donor(s)Government of Australia
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1977


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