1 AIT Asian Institute of Technology

Slope stability of Mae Moh mine

AuthorNarongkorn Comviravong
Call NumberAIT Thesis no. GT-93-27
Subject(s)Slopes (Soil mechanics)--Thailand--Mae Moh Lignite Mine

NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Civil Engineering
PublisherAsian Institute of Technology
Series StatementThesis ; no. GT-93-27
AbstractSixty nine failures in the Mae Moh Mine occurred between 1984 to 1993. The failures were in four modes, i) bedding plane failure, ii) fault plane failure and upward sliding along bedding plane, iii) bedding plane failure and shearing through rock substance, iv) circular failure . Back analyses of the failure slopes using the by HOEK & BRAY (1981), and SARMA (1979) methods showed that the mobilized angles of internal friction for bedding plane were close to the residual shear strength obtained from laboratory direct shear tests. Post failure monitoring of a block sliding revealed a definite correlation of movement rate with precipitation. The analysis and piezometer readings suggested effectiveness of horizontal drainage.
Year1993
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. GT-93-27
TypeThesis
SchoolSchool of Civil Engineering
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSGeotechnical and Transportation Engineering (GT)
Chairperson(s)Noppadol Phien-wej;
Examination Committee(s)Prinya Nutalaya;Orsmael, J.L. Van
Scholarship Donor(s)Electricity Generating Authority of Thailand (EGAT);
DegreeThesis (M.Sc.) - Asian Institute of Technology


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