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099 9 _aAIT Thesis no. GT-81-13
100 _aSupachai Tantikom
245 0 _aKo measurements on Bangkok clay
260 _aBangkok :
_bAsian Institute of Technology,
_c1982
300 _aviii, 101 p
490 1 _aThesis ;
_vno. GT-81-13
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M. Eng.) - Asian Institute of Technology, 1982
520 _aThere are various methods in determining Ko which could be done both in the laboratory and in the field, however, there is an argument that which method gives the best estimation of Ko. A series of laboratory tests by Preconsolidation Pressure Simulating Method, Consolidation under a Constant Stress Ratio Method, Consolidation under Zero Lateral Strain Condition and Field Hydraulic Fracturing Test were carried out to determine the K0 values of Bangkok Clay at AIT campus. The results showed that the laboratory methods give somewhat likely values of Ko while fracturing method gives lower values.
650 0 _aClay
_xThailand
_xBangkok
_xTesting
700 1 _aBalasubramaniam, A.S.,
_eChairperson
700 1 _aOhta, Hideki,
_eExamination Committee
700 0 _aPrinya Nutalaya,
_eExamination committee
710 2 _aThe Government of New Zealand,
_eScholarship Donor
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B21226
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