메뉴 건너뛰기




Volumn 131, Issue 12, 2005, Pages 1552-1561

Ground deformation induced by vacuum consolidation

Author keywords

Clays; Displacement; Soil consolidation; Soil deformation; Vacuum

Indexed keywords

CLAY; CONSOLIDATION; DEFORMATION; PRESSURE; STRAIN; STRESSES; VACUUM APPLICATIONS;

EID: 28444497792     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:12(1552)     Document Type: Article
Times cited : (203)

References (7)
  • 1
    • 0006049887 scopus 로고    scopus 로고
    • "PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading"
    • Bergado, D. T., Chai, J.-C., Miura, N., and Balasubramaniam, A. S. (1998). "PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading." Geotech. Eng., 29(1), 95-121.
    • (1998) Geotech. Eng. , vol.29 , Issue.1 , pp. 95-121
    • Bergado, D.T.1    Chai, J.-C.2    Miura, N.3    Balasubramaniam, A.S.4
  • 2
    • 33846706923 scopus 로고    scopus 로고
    • "Characteristics of vacuum consolidation"
    • Int. Society for Soil Mechanics and Geotechnical Engineering and the Japanese Geotechnical Society, Osaka, Japan
    • Chai, J. C., Hayashi, S., and Carter, J. P. (2005). "Characteristics of vacuum consolidation." Proc., 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Int. Society for Soil Mechanics and Geotechnical Engineering and the Japanese Geotechnical Society, Osaka, Japan.
    • (2005) Proc., 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering
    • Chai, J.C.1    Hayashi, S.2    Carter, J.P.3
  • 3
    • 0034483197 scopus 로고    scopus 로고
    • "Soil improvement by the vacuum preloading method for an oil storage station"
    • Chu, J., Yan, S. W., and Yang, H. (2000). "Soil improvement by the vacuum preloading method for an oil storage station." Geotechnique, 50(6), 625-632.
    • (2000) Geotechnique , vol.50 , Issue.6 , pp. 625-632
    • Chu, J.1    Yan, S.W.2    Yang, H.3
  • 5
    • 0036025923 scopus 로고    scopus 로고
    • "Vacuum and surcharge combined one-dimensional consolidation of clay soils"
    • Mohamedelhassan, E., and Shang, J. Q. (2002). "Vacuum and surcharge combined one-dimensional consolidation of clay soils." Can. Geotech. J. 39, 1126-1138.
    • (2002) Can. Geotech. J. , vol.39 , pp. 1126-1138
    • Mohamedelhassan, E.1    Shang, J.Q.2
  • 6
    • 0034484572 scopus 로고    scopus 로고
    • "Vacuum preloding consolidation of Yaogiang Airport runway"
    • Tang, M., and Shang, J. Q. (2000). "Vacuum preloding consolidation of Yaogiang Airport runway." Geotechnique, 50(6), 613-623.
    • (2000) Geotechnique , vol.50 , Issue.6 , pp. 613-623
    • Tang, M.1    Shang, J.Q.2
  • 7
    • 28444490328 scopus 로고    scopus 로고
    • "2D finite element analysis of soft ground improvement by vacuum-embankment preloading"
    • Hokkaido Branch, Japan
    • Tran, T. A., Mitachi, T., and Yamazoe, N. (2004). "2D finite element analysis of soft ground improvement by vacuum-embankment preloading." Proc., 44th Annual Conf. of Japanese Geotechnical Society, Hokkaido Branch, Japan, 127-132.
    • (2004) Proc., 44th Annual Conf. of Japanese Geotechnical Society , pp. 127-132
    • Tran, T.A.1    Mitachi, T.2    Yamazoe, N.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.