000 02840nam a2200361 4500
005 20260818084443.0
008 241197 th eng
035 _a.b10154619
099 9 _aAIT Thesis no. 187
100 0 _aPrinya Sutabutra
245 1 0 _aCompressibility of compacted Bangkok clay
260 _aBangkok :
_bSEATO Graduate School of Engineering,
_c1967
300 _a61 p.
490 1 _aThesis ;
_vno. 187
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in the SEATO Graduate School of Engineering, Bangkok, Thailand.
502 _aThesis (M.Eng.) - SEATO Graduate School of Engineering, 1967
520 _aSoil samples were collected from Bangkae district Bangkok, Thailand, at a depth of about one meter below ground surface. The physical properties of samples were evaluated. At selected dry densities and moisture contents, soil samples were compacted by three different methods: dynamic, static, and kneading compaction. The compacted examples were held at constant volume and immersed in distilled water, One-dimensional consolidation tests were conducted to determine the compressibility and consolidation of the compacted clay samples. The results of the experiments indicated that samples compacted by different methods at the same dry density and moisture content had different structures, different compressibilities, and different consolidation behavior. Methods of compaction which caused little shear strain during compaction resulted in a high degree of flocculation of the soil structure. Specimens prepared by static compaction, having a high degree of flocculated structure, were less compressible than specimens prepared by dynamic and kneading compaction. In the latter the pressure was not high enough to reduce the void space. No unique relationship was found to exist between the rate of consolidation and the method of compaction.
650 0 _aClay
_xThailand
_xBangkok
700 1 _a Chai Muktabhant,
_eChairperson
700 1 _aMoh, Za-Chieh,
_eExamination Committee
700 1 _aJones, John Hugh,
_eExamination Committee
810 2 _aSEATO Graduate School of Engineering.
_tThesis ;
_vno. 187
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24646
907 _a.b10154619
_bmnait
_cv
902 _a260702
998 _b2
_c951012
_dm
_ea
_fv
_g0
945 _lmnait
945 _lmnait
942 _c20
909 _aBarcode : 30050003092565
_bCREATED : 1994-05-16
_cRECORD # : i10182585
_dLPATRON : 0
_eLCHKIN : -
_f# RENEWALS : 0
_g# OVERDUE : 0
_hIUSE3 : 0
_iTOT CHKOUT : 0
_jTOT RENEW : 0
909 _aBarcode : 30050003092631
_bCREATED : 1995-08-01
_cRECORD # : i11779081
_dLPATRON : 0
_eLCHKIN : -
_f# RENEWALS : 0
_g# OVERDUE : 0
_hIUSE3 : 0
_iTOT CHKOUT : 0
_jTOT RENEW : 0
999 _c20543
_d20543