土木工程、建筑工程 |
|
|
|
|
考虑涂抹区渗透系数变化的砂井地基固结解 |
陈国红1, 谢康和1, 程永峰2, 徐妍1 |
1.浙江大学 软弱土与环境土工教育部重点实验室,浙江 杭州 310058; 2.国网北京电力建设研究院,北京 100055 |
|
Analytical solution for consolidation of sand-drained ground considering
variation of permeability coefficient in smeared zone |
CHEN Guo-hong1, XIE Kang-he1, CHENG Yong-feng2, XU Yan1 |
1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;
2.Beijing Electric Power Construction Research Institute of SGCC, Beijing 100055, China |
引用本文:
陈国红, 谢康和, 程永峰, 徐妍. 考虑涂抹区渗透系数变化的砂井地基固结解[J]. J4, 2011, 45(4): 665-670.
CHEN Guo-hong, XIE Kang-he, CHENG Yong-feng, XU Yan. Analytical solution for consolidation of sand-drained ground considering
variation of permeability coefficient in smeared zone. J4, 2011, 45(4): 665-670.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2011.04.013
或
http://www.zjujournals.com/eng/CN/Y2011/V45/I4/665
|
[1] BARRON R A. Consolidation of fine grained soils by drains wells [J]. Transactions of ASCE, 1948, 113: 718-742.
[2] HANSBO S, JAMIOLKOWSKI M, KOK L. Consolidation by vertical drains [J]. Geotechnique, 1981, 31(1): 45-46.
[3] YOSHIKUNI H. Design and control of construction in the vertical drain method [M]. Tokyo: Gihoudou, 1979.
[4] 谢康和.砂井地基:固结理论、数值分析与优化设计[D].杭州:浙江大学,1987.
XIE Kanghe. Sanddrained ground: consolidation theory, numerical analysis and optimum design [D]. Hangzhou: Zhejiang University, 1987.
[5] XIE K H, ZHU X R, PAN Q Y, et al. Recent studies on the smear action of vertical drains [C]∥Proceeding of International Conference on Geotechnical Engineering and Earthquake Resistant Technology in Soft Areas. Shenzhen: [s. n.], 1993: 92-99.
[6] ONOUE A. Consolidation by vertical drains taking well resistance and smear into consolidation [J]. Soils and Foundations, 1988, 28(4): 165-174.
[7] TANG X W. A study for consolidation of ground with vertical drain system [D]. Saga: Saga University, 1998.
[8] WANG X S, JIAO J J. Analysis of soil consolidation by vertical drains with double porosity model [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2004, 28(14): 1385-1400.
[9] 周开茂.未打穿砂井地基固结理论研究[D].杭州:浙江大学,2006.
ZHOU Kaimao. Study on the consolidation theory of soft soil with partially penetrated vertical drains [D]. Hangzhou: Zhejiang University, 2006. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|