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008 090421s1977 th uu|m rtt 0| a1eng d
035 _a.b10165721
099 9 _aAIT Thesis no.1020
100 0 _aPrayad Pananookooln
245 1 0 _aConsolidation characteristics of soft Pom Prachul clay with special reference to sand drains
260 _aBangkok :
_bAsian Institute of Technology,
_c1977
300 _a157 p.
490 1 _aThesis ;
_vno. 1020
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1977
520 _aA consolidation testing progrannne was established to investigate the one dimensional consolidation characteristics of Soft Porn Prachul Clay. An attempt was made to study the rate of compression due to sand drain installations in a sand drain model test, without success. It was found that there existed practically no surface crust at Porn Prachul site, but the clay is slightly over consolidated throughout its depth, and the compressibility stays quite constant with depth (17 m). However, a more relatively compressible zone was found at the depth of 10 ± 2 m. Correlations between compressibility and index properties were not significant. The compressibility in the horizontal direction is less than that in the vertical direction while the rate of horizontal compression is faster than that of vertical compression.
650 0 _aSoil consolidation
700 1 _aBrand, E.W.,
_eChairperson
700 1 _aBalasubramaniam, A.S.,
_eExamination Committee
700 1 _aBrenner, R.P.,
_eExamination Committee
710 2 _aGovernment of the Federal Republic of Germany,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 1020
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B23131
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