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Volumn 7, Issue 4, 2003, Pages 165-172

Soil improvement for a road using the vacuum preloading method

Author keywords

Case history; Consolidation; Ground improvement

Indexed keywords

CONSOLIDATION; PRELOADING; SOFT CLAY; SOIL IMPROVEMENT; WATER CONTENT;

EID: 0242708889     PISSN: 1365781X     EISSN: None     Source Type: Journal    
DOI: 10.1680/grim.7.4.165.37313     Document Type: Article
Times cited : (83)

References (15)
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  • 2
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    • Analysis of the mechanism of vacuum preloading method
    • (eds Z. Hou et al.), Tianjin Science and Tech. Publishing House, Tianjin
    • CHEN H. (1987) Analysis of the mechanism of vacuum preloading method. In The Soft Soil Foundations of Tianjin (eds Z. Hou et al.), Tianjin Science and Tech. Publishing House, Tianjin, pp. 73-83.
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    • Chen, H.1
  • 5
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    • 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. Ǵeotechnique, 50, No. 6, 625-632.
    • (2000) Ǵeotechnique , vol.50 , Issue.6 , pp. 625-632
    • Chu, J.1    Yan, S.W.2    Yang, H.3
  • 7
    • 0006084483 scopus 로고
    • Preloading by vacuum: Current prospects
    • HOLTZ R. D. (1975) Preloading by vacuum: current prospects. Transportation Research Record, No. 548, 26-79.
    • (1975) Transportation Research Record , Issue.548 , pp. 26-79
    • Holtz, R.D.1
  • 9
    • 0002484153 scopus 로고
    • Consolidation of clayey soils by atmospheric pressure
    • Massachusetts Institute of Technology, Boston
    • KJELLMAN W. (1952) Consolidation of clayey soils by atmospheric pressure. Proceedings of a Conference on Soil Stabilization, Massachusetts Institute of Technology, Boston, pp. 258-263.
    • (1952) Proceedings of a Conference on Soil Stabilization , pp. 258-263
    • Kjellman, W.1
  • 11
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    • Rectangular hyperbola fitting method for one-dimensional consolidation
    • SRIDHARAN A. and RAO S. (1981) Rectangular hyperbola fitting method for one-dimensional consolidation. Geotechnical Testing Journal, 4, No. 4, 161-168.
    • (1981) Geotechnical Testing Journal , vol.4 , Issue.4 , pp. 161-168
    • Sridharan, A.1    Rao, S.2
  • 13
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    • Mechanism of vacuum preloading method and the numerical method
    • YAN S. W. and CHEN H. (1986) Mechanism of vacuum preloading method and the numerical method. Chinese Journal of Geotechnical Engineering, 8, No. 2, 35-44.
    • (1986) Chinese Journal of Geotechnical Engineering , vol.8 , Issue.2 , pp. 35-44
    • Yan, S.W.1    Chen, H.2
  • 14
    • 0006118319 scopus 로고
    • Soft clay improvement by packed sand drain-vacuum-preloading method
    • (eds Z. Hou et al.), Tianjin Science and Technology Publishing House, Tianjin
    • YE B. Y. et al. (1983) Soft clay improvement by packed sand drain-vacuum-preloading method. In The Soft Soil Foundations of Tianjin (eds Z. Hou et al.), Tianjin Science and Technology Publishing House, Tianjin, pp. 126-131.
    • (1983) The Soft Soil Foundations of Tianjin , pp. 126-131
    • Ye, B.Y.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.