000			03382nam a2200445 a 4500
005			20260818094955.0
008
035			_a.b10227337
041	0		_aEN
099			_aAIT Thesis no. GT- 81-17
100			_aWidjaja, Lukito
245		0	_aEffect of inclusions on the deformation behaviour of a soft clay
260			_aBangkok : _bAsian Institute of Technology, _c1982
300			_avi, 68 p
490	1		_aThesis ; _vno. GT-81-17
500			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
500			_aThesis (M. Eng.) - Asian Institute of Technology, 1982
520			_aIn this thesis, the author intended to examine the advantage of soil inclusions systems by means of thin bamboo strips and a sheet of filters fabrics both placed horizontally. A Method was used whereby the plane strain load of model embankment simulation was applied as it rested on the surface of a soft clay. The tests were performed in a small box with internal dimensions, 300 mm length, 150 mm wide and 200 mm high. The simulation of embankment made of 10 mm thick plate was put on the center of the box. The static loading was applied with elapsed time was 8 minutes. Data of water content and shear strength show that the reproducibility of the sample were quite accurate. Beside the vertical deformation also observed heave and horizontal displacements by measuring the initial and final reading of the soldering wires put on the surface of the clay bed. The readings were taken by telescope. Various length and depth of placement of the inclusions were investigated. The effects of surcharge and the installing of the vertical drains were observed as well. The results of the soil inclusion systems offered a promising value. While with the placement of surcharge gave a sense that fabrics would give the better result if the tensile strain can be mobilized properly either by placing surcharge or pestressing. The effect of sand drains were increasing in load carrying capacity as well as in decreasing heave.
650		0	_aClay _xTesting
700	1		_aYudhbir, _eChairperson
700	1		_aOhta, Hideki, _eExamination Committee
700	1		_aPrinzl, Frediric, _eExamination Committee
710	2		_aThe Government of the Federal Republic of Germany, Scholarship Donor
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B21230
907			_a.b10227337 _bmnait _cu
902			_a240906
998			_b2 _c951012 _dm _ea _fu _g0
940			_aAIT Thesis no. GT- 81-17 _lmnait _vb _wm _z099
945			_i30050000529387 _lmnait
945			_i30050000529395 _g2 _lmnait
945			_lmnait
945			_lmnait
945			_lmnarc
942			_c20
942			_c40
909			_aBarcode : 30050003010476 _bCREATED : 1995-10-14 _cRECORD # : i10276464 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 2 _iTOT CHKOUT : 0 _jTOT RENEW : 0
909			_aBarcode : 30050003010484 _bCREATED : 1995-10-14 _cRECORD # : i10276476 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0
909			_aBarcode : 30050160070230 _bCREATED : 2016-05-17 _cRECORD # : i12979880 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0
999			_c34415 _d34415