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008 160699s1989 th uzm rtt 00| a1eng d
035 _a.b10576149
099 9 _aAIT RSPR no. GT-88-01
100 1 _aLin, Yu-feng
245 1 0 _aRock responses from the field observation and instrumentation of tunnels in Taiwan, and their correlation with rock mass properties
260 _aBangkok :
_bAsian Institute of Technology,
_c1989
300 _a126 p.
490 1 _aResearch studies project report ;
_vno. GT-88-01
500 _aA Research Study Project Report Submitted in Partial Fulfillments of the Requirements for the Degree of Master Science, School of Engineering and Technology
502 _aResearch Studies Project Report (M. Sc.) - Asian Institute of Technology, 1989
520 _aField instrumentation was installed to monitor ground and lining behaviour during and after construction of tunnels of a project in Taiwan. The instrumentation was placed in a soft ground, soft rock and hard rock. The project was excavated through a " Pre-Tertiary Metamorphic complex". The field data are presented and interpreted in geological-geotechnical point of view. The ground movement due to the tunnel excavation was found to be large. This has been attributed to the low to medium strength and stiffness of the rock mass as well as the weak planes in the rock mass. Evaluation using the Boundary Element method was conducted so that the results can be compared with the measurement data and suitable interpretation of ground response can be obtained. Q- system slightly predicts the actual support requirements for the worse grounds of this tunnel .
650 0 _aUnderground construction
650 0 _aTunnel lining
650 0 _aSoil mechanics
700 0 _aNoppadol Phien-Wej,
_eChairperson
700 1 _aKuwano, J.,
_eExamination Committee
700 1 _aIndraratna, Buddhima,
_eExamination Committee
710 2 _aRet-Ser Engineering Agency, R.O.C.,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tResearch studies project report ;
_vno. GT-88-01
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B17808
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