Geomechanical evaluation of rock masses in the left abutment and power house area at the Khao Laem Damsite

By: Call Number: AIT Thesis no.GT- 81-20 Contributor(s): Material type: TextLanguage: EN Series: Publication details: Bangkok : Asian Institute of Technology, 1982Description: vi, 154 pSubject(s): Online resources: Summary: Geomechanic evaluation was carried out on the rock mass at Power House Area, Spur No . 2 of the Left Abutment and some parts of Gallery 'C', Right abutment by using the Geomechanic Classification of Jointed Rock Mass. After the study, it was found that the rock at the Left abutment at Spur No. 2 and Power House Area is rather poor quality, while in the Gallery 'C', Right abutment is good. · Using Stereographic projection techniques, a guideline to adjust basic RMR for slopes has been proposed. On the basis of Geomechanical Classification results and available data, representative values of Shear Strength Parameters and modules of deformation are recommended. Due to limited nature of investigation, no definite conclusion is arrived at regarding the status of fault activity at the site.
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22-AIT Thesis (Replacement) Asian Institute of Technology Library AIT Publications AIT Thesis no.GT- 81-20 (Browse shelf(Opens below)) 3 Available 30050120657142
40-Archives Asian Institute of Technology Library Archives AIT Thesis no.GT- 81-20 (Browse shelf(Opens below)) 1 Available 30050160070206

A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Engineering and Technology

Thesis (M. Sc.) - Asian Institute of Technology, 1982

Geomechanic evaluation was carried out on the rock mass at Power House Area, Spur No . 2 of the Left Abutment and some parts of Gallery 'C', Right abutment by using the Geomechanic Classification of Jointed Rock Mass. After the study, it was found that the rock at the Left abutment at Spur No. 2 and Power House Area is rather poor quality, while in the Gallery 'C', Right abutment is good. · Using Stereographic projection techniques, a guideline to adjust basic RMR for slopes has been proposed. On the basis of Geomechanical Classification results and available data, representative values of Shear Strength Parameters and modules of deformation are recommended. Due to limited nature of investigation, no definite conclusion is arrived at regarding the status of fault activity at the site.

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