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035			_a.b1018076x
041	0		_aEn
099		9	_aAIT Thesis no.GT-81-19
100	1		_aDikshit, Amod Mani
245		0	_aDam foundation grouting at Khao Laem
260			_aBangkok : _bAsian Institute of Technology, _c1982
300			_av, 133 p.
490	1		_aThesis ; _vno. GT-81-19
500			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Engineering and Technology
502			_aThesis (M. Sc.) - Asian Institute of Technology, 1982
520			_aA case history of the foundation grouting practice at Khao Laem dam site, Thailand is presented with critical review of the adopted methods and procedures. The foundation conditions being very complex due to the presence of solution cavities even at deeper depths, it was found that the reduction in rock mass permeability was not achieved uniformly in zones where the cavities are prevalent. To open up fractures to provide communications to the cavities it has been suggested that the grout pressure could be increased from the present value of 0.3 - 0.5 Kg/cm2 per m depth to 0.7-1.0 Kg/cm2 per m depth to the packer with careful monitoring of any possible upheaval in the surrounding rock. Further, comparison was made between the interpretation of water pressure test according to HOULSBY (1976) and that according to GUERRA et al.(1968), It was found that the two interpretations coincide only in limited number of cases. Cases, defined as pertaining to a particular type of flow by one interpretation, consist of different types of flow according to another interpretation showing incongruency in the two interpretations. Houlsby's interpretation generally gives higher number of cases of laminar flow whereas, the interpretation based on GUERRA et al.(1968) gives higher instances of turbulent flow and is unsuitable for use in lower ranges of rock mass permeability. Turbulent flow, as interpreted by HOULSBY(1976) includes much of the cases of flow which are interpreted as something in between laminar and turbulent.
650		0	_aGrouting
650		0	_aDams _xThailand _xKhao Laem _xFoundations
700	1		_aTomiolo, Andrea, _eChairperson
700	1		_aYudhbir, _eCo-Chairperson
700	0		_aPrinya Nutalaya, _eExamination Committee
710	2		_aThe Government of Switzerland, _eScholarship Donor
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B21232
907			_a.b1018076x _bmnait _cu
902			_a240906
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909			_aBarcode : 30050120657126 _bCREATED : 2014-01-04 _cRECORD # : i12784357 _dLPATRON : 1026868 _eLCHKIN : 2016-08-09 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 1 _jTOT RENEW : 0
909			_aBarcode : 30050160070214 _bCREATED : 2016-05-17 _cRECORD # : i12979934 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0
999			_c25397 _d25397