메뉴 건너뛰기




Volumn , Issue , 2011, Pages

Laboratory investigation on the cutoff behavior of retaining structure on groundwater seepage in aquifer

Author keywords

Cutoff behavior; Excavation engineering; Groundwater seepage; Laboratory test

Indexed keywords

CONFINED AQUIFERS; CONSTRUCTION SAFETY; CUTOFF BEHAVIOR; CUTOFF WALL; DEEP EXCAVATION; EXCAVATION ENGINEERING; EXPERIMENTAL INVESTIGATIONS; GROUNDWATER HEADS; GROUNDWATER SEEPAGE; HYDRAULIC PARAMETERS; INITIAL STAGES; INSERTION DEPTH; LABORATORY INVESTIGATIONS; LABORATORY TEST; PHREATIC; RATE INCREASE; RETAINING STRUCTURE; SAND LAYER; SAND SOILS; SAND TANK; SOFT SOILS; UNCONFINED AQUIFERS; WATER HEADS; WORKING SPACE;

EID: 84867167311     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (5)

References (9)
  • 1
    • 29144508509 scopus 로고    scopus 로고
    • Testing the in-well horizontal laminar flow assumption with a sand-tank well model
    • Britt, S.L. (2005). "Testing the in-well horizontal laminar flow assumption with a sand-tank well model." Ground Water Monitoring and Remediation, 25(3), 73-81.
    • (2005) Ground Water Monitoring and Remediation , vol.25 , Issue.3 , pp. 73-81
    • Britt, S.L.1
  • 2
    • 1042275443 scopus 로고    scopus 로고
    • Effects of monitoring and pumping well pipe capacities during pumping tests in confined aquifers
    • Chapuis, R. P. and Chenaf, D. (2003). "Effects of monitoring and pumping well pipe capacities during pumping tests in confined aquifers." Canadian Geotechnical Journal, 40(6), 1093-1103.
    • (2003) Canadian Geotechnical Journal , vol.40 , Issue.6 , pp. 1093-1103
    • Chapuis, R.P.1    Chenaf, D.2
  • 3
    • 47249157677 scopus 로고    scopus 로고
    • Modelling study on the impact of deep building foundations on the groundwater system
    • Ding, G. P., Jiao, J. J., and Zhang, D. X. (2008). "Modelling study on the impact of deep building foundations on the groundwater system." Hydrological Processes, 22, 1857-1865.
    • (2008) Hydrological Processes , vol.22 , pp. 1857-1865
    • Ding, G.P.1    Jiao, J.J.2    Zhang, D.X.3
  • 5
    • 29644438010 scopus 로고    scopus 로고
    • Failure process and hydrologic response of a two layer physical model: Implications for rainfall-induced landslides
    • Lourenco, S. D. N., Sassa, K., and Fukuoka, H. (2006). "Failure process and hydrologic response of a two layer physical model: implications for rainfall-induced landslides." Geomorphology, 73(1-2), 115-130.
    • (2006) Geomorphology , vol.73 , Issue.1-2 , pp. 115-130
    • Lourenco, S.D.N.1    Sassa, K.2    Fukuoka, H.3
  • 6
    • 84990908811 scopus 로고
    • Model experiments to study the influence of seepage on the stability of a sheeted excavation in sand
    • Marsland, A. (1953). "Model experiments to study the influence of seepage on the stability of a sheeted excavation in sand." Géotechnique, 3(6), 223-241.
    • (1953) Géotechnique , vol.3 , Issue.6 , pp. 223-241
    • Marsland, A.1
  • 7
    • 22744453036 scopus 로고    scopus 로고
    • Ministry of Housing and Urban-Rural Development of the People's Republic of China (MOHURD) Beijing: China Architecture & Building Pres. (in Chinese)
    • Ministry of Housing and Urban-Rural Development of the People's Republic of China (MOHURD) (1999). "Standard for soil test method (GB/T50123-1999]." Beijing: China Architecture & Building Pres. (in Chinese)
    • (1999) Standard for Soil Test Method (GB/T50123-1999]
  • 8
    • 0019634068 scopus 로고
    • Effect of piles and caissons on groundwater flow
    • Pope, R. G. and Ho, C. S. (1982). "Effect of piles and caissons on groundwater flow." Hong Kong Engineering, 10(11), 25-27.
    • (1982) Hong Kong Engineering , vol.10 , Issue.11 , pp. 25-27
    • Pope, R.G.1    Ho, C.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.