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Slope stability of Mae Moh mine | |
Author | Narongkorn Comviravong |
Call Number | AIT Thesis no. GT-93-27 |
Subject(s) | Slopes (Soil mechanics)--Thailand--Mae Moh Lignite Mine |
Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Civil Engineering |
Publisher | Asian Institute of Technology |
Series Statement | Thesis ; no. GT-93-27 |
Abstract | Sixty 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. |
Year | 1993 |
Corresponding Series Added Entry | Asian Institute of Technology. Thesis ; no. GT-93-27 |
Type | Thesis |
School | School of Civil Engineering |
Department | Department of Civil and Infrastucture Engineering (DCIE) |
Academic Program/FoS | Geotechnical 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); |
Degree | Thesis (M.Sc.) - Asian Institute of Technology |