Abro, Bux Ali creator Holmberg, Soren Chairperson Brand, E.W. Examination Committee Akagi, Toshinobu Examination Committee Government of United Kingdom Scholarship Donor text th Bangkok Asian Institute of Technology 1978 monographic eng

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132 p. Field vane tests and different Laboratory tests were carried out to determine the undrained shear strength of soft Rangsit clay and the results of the different types of tests are compared. For the present investigation the undisturbed samples were taken from 4-.0 m to 6.5 m. below the existing ground surface at a site at the Asian Institute of Technology. Results of the present investigation revealed that the Laboratory vane shear test gave the highest undrained shear strength to be followed by shear box test. Among the consolidated undrained tests, CIU compression tests yielded the highest strength to be followed in order by CAU(c), and CAU(E), tests. A thesis submitted in partial fulfillment 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, 1978 Shear strength of soils Testing Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B22900 http://203.159.5.9/ait-thesis/detail.php?q=B22900 250398 20260817173434.0