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Engineering properties of the Tak granite, Northern Thailand | |
Author | Aung Kyi |
Call Number | AIT Thesis no. GT-90-30 |
Subject(s) | Granite|--Thailand--Tak |
Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Engineering and Technology |
Publisher | Asian Institute of Technology |
Series Statement | Thesis ; no. GT-90-30 |
Abstract | Twenty three representative block samples of the Tak granite were collected from Klong Sak Site of Tak province Northern Thailand . De tailed studies of the engineering properties were conducted in the laboratory. Th e variation of the physical properties are not significant in the Tak granite. The mean value of the coefficient of linear thermal expansion is 7 . 05 x 10 /° C. The Tak granite is pink, coarse-grained, and minerallogically homogeneous. The uniaxial compressive strength of the Tak granite is 160. 53 MP a, and it is 22 . 84 times the point load diametral strength index . Th e tensile strength is 9.42 MP a and the brittleness {ac/T0 } of the Tak granite is 17 . 47. The diametral point load strength index is 6.48 MPa and it is 0.74 times the tensile strength . On the basis of the test results , the Tak granite can be classified as high strength with average modulus ratio {B M} . The point load strength index value of 6 . 48 MPa and Schmidt hammer hardness values of 60.1, can be used as index properties for t he Tak granite . |
Year | 1991 |
Corresponding Series Added Entry | Asian Institute of Technology. Thesis ; no. GT-90-30 |
Type | Thesis |
School | School of Engineering and Technology (SET) |
Department | Other Field of Studies (No Department) |
Academic Program/FoS | Geotechnical and Transportation Engineering (GT) |
Chairperson(s) | Prinya Nutalaya; |
Examination Committee(s) | Noppadol Phienweja ;Indraratna, Buddhima |
Scholarship Donor(s) | The Government of the Federal Republic of Germany , DAAD. ; |
Degree | Thesis (M.Sc.) - Asian Institute of Technology, 1991 |