土木工程 |
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考虑自重影响的饱和土体一维复杂非线性固结研究 |
胡安峰1,黄杰卿1,谢新宇1,2,吴健1,李金柱1,刘开富3 |
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. 浙江大学宁波理工学院 土木建筑工程学院,
浙江 宁波 315100;3. 浙江理工大学 建筑工程学院, 浙江 杭州 310018 |
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Study on properties of one-dimensional complex
nonlinear consolidation considering selfweight of saturated soils |
HU An-feng1, HUANG Jie-qing1, XIE Xin-yu1, 2, WU Jian1, LI Jin-zhu1, LIU Kai-fu3 |
1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;
2. School of Civil Engineering and Architecture, Ningbo Institute of Technology, Zhejiang University, Ningbo 315100, China;
3. School of Civil Engineering and Architecture, Zhejiang SciTech University, Hangzhou 310018, China |
引用本文:
胡安峰,黄杰卿,谢新宇,吴健,李金柱,刘开富. 考虑自重影响的饱和土体一维复杂非线性固结研究[J]. J4, 2012, 46(3): 441-447.
HU An-feng, HUANG Jie-qing, XIE Xin-yu, WU Jian, LI Jin-zhu, LIU Kai-fu. Study on properties of one-dimensional complex
nonlinear consolidation considering selfweight of saturated soils. J4, 2012, 46(3): 441-447.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2012.03.009
或
http://www.zjujournals.com/eng/CN/Y2012/V46/I3/441
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[1] MIKASA M. The consolidation of soft clay—a new consolidation theory and its application[G]∥ Japanese Society of Civil Engineers.Civil Engineering in Japan,[S.l.]:[s.n.],1965: 21-26.
[2] GIBSON R E, ENGLAND G L, HUSSEY M J L. The theory of one dimensional consolidation of saturated clays, I. Finite non linear consolidation of thin homogeneous layers[J]. Geotechnique, 1967, 17(2): 261-273.
[3] POSKITT T J. Consolidation of saturated clay with variable permeability and compressibility[J]. Geotechnique, 1969, 19(2): 234-252.
[4] GIBSON R E, SCHIFFMAN R L, CARGILL K W. The theory of one dimensional consolidation of saturated clays, II. Finite non linear consolidation of thick homogeneous layers[J]. Canadian Geotechnical Journal, 1981, 18(2): 280-293.
[5] MESRI G, ROKHSAR A. Theory of consolidation for clays[J]. Journal of Geotechnical Engineering, ASCE, 1974, 100(GT4): 889-904.
[6] DUNCAN J M. Limitation of conventional Analysis of consolidation settlement[J]. Journal of Geotechnical Engineering, ASCE, 1993, 119(9): 1333-1359.
[7] 谢康和,郑辉,LEO C J. 变荷载下饱和软黏土一维大应变固结解析理论[J]. 水利学报,2003, 48(10): 6-13.
XIE KangHe, ZHENG Hui, LEO C J. Analytical solution for 1D large strain consolidation of saturated soft clay under timedepending loading[J]. Journal of Hydraulic Engineering, 2003,48 (10): 6-13.
[8] XIE Xinyu, ZHANG Jifa, ZENG Guoxi. Similarity solution of selfweight consolidation problem for saturated soil[J]. Applied Mathematics and Mechanics, 2005, 26(9): 1061-1066.
[9] CAI Yuanqiang, GENG Xueyu, XU Changjie. Solution of onedimensional finite strain consolidation of soil with variable compressibility under cyclic loadings \ [J\]. Computers and Geotechnics, 2007, 34(1): 31-40.
[10] SL2371999 土工试验规程[S]. 北京:中国水利水电出版社,1999.
SL2371999 Specification of soil test [S]. Beijing: China Water Power Press,1999.
[11] 谢康和,齐添,胡安峰,等. 基于GDS的黏土非线性渗透特性试验研究[J]. 岩土力学, 2008, 29(2): 420-424.
XIE Kanghe, QI Tian, HU Anfeng, et al. Experimental study on nonlinear permeability characteristics of Xiaoshan clay[J]. Rock and Soil Mechanics, 2008, 29(2): 420-424.
[12] 谢康和,周谨,董亚钦. 循环荷载作用下地基一维非线性固结解析解[J]. 岩石力学与工程学报, 2006, 25(1): 21-26.
XIE Kanghe, ZHOU Jin, DONG Yaqin. Analytical solution for onedimensional nonlinear consolidation of soil under cyclic loadings[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(1): 21-26.
[13] BERRY P L,WILKINSON W B. The radial consolidation of clay soils[J]. Geotechnique, 1969, 19(2): 253-284. |
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