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035 _a.b10281289
099 9 _aAIT Thesis no. GT-91-21
100 1 _aLee, Yung-chang
245 1 0 _aFinite element modelling of sand drains
260 _aBangkok :
_bAsian Institute of Technology,
_c1992
300 _a95 leaves :
_bill.
490 1 _aThesis ;
_vno. GT-91-21
502 _aThesis (M.Eng.) - Asian Institute of Technology
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
520 _aA case record of an embanl<:.ment built on soft clay ground with sand drain is analyzed using·finite element method. The Biot's multi-dimensional consolidation model is employed. The program is formed by gathering and assembling· the subroutine programs provided by Smith and Griffs (1988 ). One dimensional drain element is developed to simulate the function of the installed sand drains . After testing the program by some simple examples whose solution is known the case is analyzed . Although the constitutive model used is a simple linear elastic, the result obtained exhibit good capability to simulate the observation data. In addition to these work, some pre-post data treatment produces are developed to reduce the labor of the data preparation and the post data processing.
650 0 _aSand drains
650 0 _aFinite element method
700 1 _aHonjo, Yusuke,
_eChairperson
700 1 _aBergado, Dennes T.,
_eExamination Committee
700 0 _aNoppadol Phien-Wej,
_eExamination Committee
710 2 _aThe Government of R.O.C,
_eScholarship donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. GT-91-21
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B16638
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