1 AIT Asian Institute of Technology

Analysis of subsidence effect in AIT campus

AuthorGouse, Md. Golam
Call NumberAIT Thesis no.GT-83-28
Subject(s)Subsidences (Earth movements)--Asian Institute of Technology
NoteA thesis submitted m partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
AbstractSubsidence, an unpredictive hazard causes damage to the structure due to the differential movement of the foundation and supports. The extent of the damage depends on the type of structure and properties of soil. several structures in the AIT campus severly damaged by the differential foundation movement . Most of them are resting on the upper soft clay layer. The damage from the several sites of the campus are studied and analyzed to determine the cause and the remedial solution. A suitable foundation with a protective measure is suggested tor every damaged structural element with probable cost of the proposed aoa1f 1catiou. The settlement observation including the response of various structures, the effect of trees, canals and drains are also included in this study. The effect of trees, canals and drains are found as the major causes of the differential settlement and damage to the structures. The nature and the depth of weathered clay and soft clay were studied with a series of Dutch Cone test in the campus. The actual. elevation above MSL of the deposit shows that the pump and the trees have the effect on soil consolidation in the campus. A future prediction of subsidence is mane with the zone of different risk.
Year1984
TypeThesis
SchoolSchool of Engineering and Technology
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSGeotechnical and Transportation Engineering (GT)
Chairperson(s)Balasubramaniam, A.S.
Examination Committee(s)Bergado, Dennes T. ; Rantucci, Giovanni ; Yamada, Yasuo
Scholarship Donor(s)Government of Japan
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1984


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