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008 151215s2014 th u m rtt 000 a eng d
035 _a.b12159761
099 9 _aAIT RSPR no.PME-GEM-13-01
100 0 _aThan Duc Quoc Viet
245 1 0 _aCharacteristics of lateral wall movements in deep excavations in Ho Chi Minh City
260 _aPathum Thani, Thailand :
_bAsian Institute of Technology,
_c2014
300 _a1 online resource (174 p.) :
_bill.
490 1 _aResearch studies project report ;
_vno. PME-GEM-13-01
500 _aA research study submitted in partial fulfillment of the requirements for the degree of Master of Engineering (Professional) in Geotechnical and Earth Resources Engineering with specialization in Geotechnical Engineering & Management
502 _aResearch studies project report (M. Eng.) - Asian Institute of Technology, 2013
520 _aControl ground movement around deep excavations is important problem in crowded city to decrease its influence to adjacent buildings. Thus, a study of characteristics of ground movement in deep excavation and its effect on adjacent structures are important to predict degree of magnitude and pattern ground movement as well as damages of adjacent buildings near excavations.Measurement data of 10 braced excavations in urban area of Ho Chi Minh City using concrete diaphragm walwere assessed and generalized. These excavations for high rise building basements were made mainly in medium dense sands at depth between 7.8m and 25.5m. Maximum normalized lateral wall movement (({uF064}Hmax/H) was 0.88%. In braced mode, almost ({uF064}Hmax/H) was equal or lower0.2%, it is similar with observes of Clough and O{u2019}Rourke (1990). Besides, normalized lateral wall movement shows a trend of an increase in wall movement with decrease in system stiffness as defined by Clough et al (1989).An increase modulus value of sand layers by about 3 times original value ( E{u2019}= 3000-6000N for back analysis instead of E{u2019} = 1000-2000N usually) was demanded for a better predict. And workmanship factor in strut installation is important to effect to lateral wall movements.The influence zone of braced excavations using diaphragm wall in sand to adjacent buildings can reach to 2H form diaphragm walls ( H depth of excavation) and limit in 1H if drawdown can be control.
650 0 _aExcavation
_zVietnam
_zHo Chi Minh
650 0 _aRubber
_xReinforcement
700 0 _aNoppadol Phien-Wej,
_eChairperson
700 1 _aPham, Huy Giao,
_eExamination Committee
700 0 _aPham Van Long,
_eExamination committee
710 2 _aSaiGon Construction QualityControl., JSC Viet Nam,
_eScholarship donor
810 2 _aAsian Institute of Technology.
_tResearch studies project report ;
_vno. PME-GEM-13-01
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B01486
907 _a.b12159761
_bmnait
_cz
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_tAbstract--AIT RSPR no.PME-GEM-13-01
_vn
945 _lmnait
945 _lmnait
942 _c20
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