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035 _a.b11815747
099 9 _aAIT Thesis no.GE-99-04
100 0 _aChatchawan Boontongloan
245 1 0 _aEngineering properties of the evaporitic and clastic rocks of Maha Sarakam formation, Sakon Nakhon evaporite basin, Thailand
260 _aBangkok :
_bAsian Institute of Technology,
_c2000
300 _a132 leaves
490 1 _aThesis ;
_vno. GE-99-04
500 _a A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Civil Engineering
502 _aThesis (M.Sc.) - Asian Institute of Technology, 2000
520 _aThe engineering properties of the rock salt and claystone of the Maha Sarakam Formation were examined in the laboratory to find out engineering properties which will be important for future underground excavation works. Test results showed that the rock salt and elastic rock were classified as low and very low strength rock, respectively. For the rock salt, uniaxial creep test was carried out under various stress levels at room temperature. The results showed that the empirical power function can be used to describe strain-time relation of the test results. Parameter A of the rock salt is in range of 1.44 to 23.43 (time is in minute). Creep Index (B) obtained from slope of the strain-time plot in log-log scale are 0.006 to 0.195, which indicates low creep response. For the claystone slake durability tests indicated low durability of the rock.
650 1 0 _aRock mechanics
_xThailand
_xMaha Sarakham
650 1 0 _aRock mechanics
_xThailand
_xSakon Nakhon
700 0 _aNoppadol Phien-Wej,
_eChairperson
700 0 _aPrinya Nutalaya,
_eExamination committee
700 1 _aDer-Guey, Lin,
_eExamination committee
710 2 _aThe Asia Pacific Potash Corp., Ltd.,
_eScholarship donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. GE-99-04
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B06950
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