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035 _a.b10154644
099 9 _aAIT Research Report no. 4
100 1 _aTeves, Alfonso S.,
_cJr.
245 1 0 _aCompressibility of soft and medium Bangkok clays /
_cby ... and Moh, Za-chieh
260 _aBangkok :
_bAsian Institute of Technology,
_c1968
300 _a117 p.
490 1 _aResearch report ;
_vno. 4
500 _aEngineering Characteristics of Undisturbed Soils in Bangkok Area Phase Report No. 1
502 _aResearch Report (M. Eng.) - Asian Institute of Technology, 1968
520 _aA study of the effect of the magnitude of load-increment ratio and load-increment duration on the one-dimensional compressibility of undisturbed Soft and Medium Bangkok Clay has been made. The load» increment ratio has been varied from a value of 0.25 to 2.00 and the load-increment duration from 1 day to 7 days. It was found that the compressibility of both the Soft Bangkok Clay and the Medium Bangkok Clay is not significantly affected by the load-increment ratio and the load-increment duration within the range of magnitudes used in the investigation. However, the rate of primary and secondary compression are affected by the loading condition. Bonds developed during long duration of a load-increment add to the clay's resistance to further compression. For fairly large load-increment ratio (>1),the effect of bonds on the rate of primary compression is insignificant, but for small load-increment ratio, it is significant.
650 0 _aClay
_xThailand
_xBangkok
650 0 _aSoil consolidation test
700 1 _aMoh, Za-chieh,
_eChairperson
810 2 _aAsian Institute of Technology.
_tResearch report ;
_vno. 4
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24485
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