1 AIT Asian Institute of Technology

Triaxial and shear box tests on sand

AuthorAlmani, Mohammed Parwaiz
Call NumberAIT Thesis no. GT-93-08
Subject(s)Sand--Testing

NoteA thesis submitted in partial fulfilment of requirements for Degree of Master of Engineering, School of Civil Engineering
PublisherAsian Institute of Technology
Series StatementThesis ; no. GT-93-08
AbstractThis thesis presents the results of an investigation on shearing characteristics, porewater pressure and volume change measurements of Ayuthaya sand . The stress strain parameters were determined by triaxial testing apparatus and constant volume direct shear box apparatus. Both consolidated and unconsolidated tests were performed by UU, CIU and CID tests. In this study, remolded specimens of sand were prepared by compaction method at different water contents. The results shows t hat both degree of compa ctness and mo lding water content have significant effect on pore pressure d eve lopment and stress strain characteristics of compa cted sand. The strength and pore pressure development of sand specimen are found to be functions of water content and density of sand. Specimen prepared at water content in the dry side of optimum yielded higher strength and lower excess pore pressure than those compacted on wet side of optimum water content .
Year1994
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. GT-93-08
TypeThesis
SchoolSchool of Civil Engineering
DepartmentOther Field of Studies (No Department)
Academic Program/FoSGeotechnical and Transportation Engineering (GT)
Chairperson(s)Bergado, Dennes T.
Examination Committee(s)Balasubramaniam, A.S. ;Sugimoto, Mitsutaka
Scholarship Donor(s)Government of Norway;
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1994


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