土木工程 |
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考虑压滤效应下饱和黏土压密注浆柱扩张理论 |
张忠苗,邹健,何景愈,林存刚 |
1. 浙江大学 软弱土与环境土工教育部重点实验室,岩土工程研究所,浙江 杭州 310058 |
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Cavity expansion theory of compaction grouting in saturated clay considering pressure filtration |
ZHANG Zhong-miao, ZOU Jian, HE Jing-yu, LIN Cun-gang |
1. Institute of Geotechnical Engineering,Zhejiang University,Hangzhou,Zhejiang 310027,China; 2. Key Laboratory of Soft Soils and Geoenvironmental Engineering,Ministry of Education, Zhejiang University,Hangzhou,Zhejiang 310058,China |
引用本文:
张忠苗,邹健,何景愈,林存刚. 考虑压滤效应下饱和黏土压密注浆柱扩张理论[J]. J4, 2011, 45(11): 1980-1984.
ZHANG Zhong-miao, ZOU Jian, HE Jing-yu, LIN Cun-gang. Cavity expansion theory of compaction grouting in saturated clay considering pressure filtration. J4, 2011, 45(11): 1980-1984.
链接本文:
https://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2011.11.015
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https://www.zjujournals.com/eng/CN/Y2011/V45/I11/1980
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[1] RANDOLPH M F, CARTER J P, WROTH C P. Driven pile in clay the effect of installation and subsequent consolidation [J]. Geotechnique, 1979, 29(4):361-393. [2] SAGASETA C, HOULSBY G T, BURD H J. Quasistatic undrained expansion of a cylindrical cavity in clay in the presence of shaft friction and anisotropic initial stresses\ [C\]∥ Proceeding of Conference on Computational Fluid and Solid Mechanics. Boston:MIT, 2003: 619-622. [3] CHOW Y K, THE C I. A theoretical study of pile heave [J]. Geotechnique, 1990, 40(1):1-14. [4] MABSOUT M E, TASOULAS J L. A finite element model for the simulation of pile driving [J]. International Journal for Numerical Methods in Engineering, 1994, 37:257-278. [5] 蒋明镜,沈珠江. 考虑剪胀的弹脆塑性软化柱形孔扩张问题[J]. 河海大学学报, 1996, 24(4):65-72. JIANG Mingjing SHEN Zhujiang. Expansion of cylindrical cavity with elastic brittle plastic softening and shear dilatation behaviour [J]. Journal of Hohai University :Natural Sciences, 1996, 24(4):65-72. [6] YU H S, HOULSBY G T. Finite cavity expansion in dilatant soils: loading analysis [J]. Geotechnique, 1991, 41(2):173-183. [7] 汪鹏程, 朱向荣, 方鹏飞. 考虑土应变软化及剪胀特性的大应变球孔扩张的问题[J]. 水利学报, 2004(9):78-82. WANG Pengcheng, ZHU Xiangrong, FANG Pengfei. Expansion of large strain spherical cavity in soil in consideration of dilation and strain softening [J]. SHUILI XUEBAO, 2004(9):78-82. [8] 冉启全, 李士伦. 流固祸合油藏数值模拟中物性参数动态模型研究[J]. 石油勘探与开发, 1997, 24(3):61-65. RAN Qiquan, LI Shilun. Study on dynamic models of reservoir parameters in the coupled simulation of multiphase flow and reservoir deformation [J]. Petroleum Exploration and Development, 1997, 24(3):61-65. [9] 张忠苗, 邹健, 贺静漪等. 黏土中压密注浆及劈裂注浆室内模拟试验分析[J]. 岩土工程学报, 2009, 31(12):1818-1824. ZHANG Zhongmiao,ZOU Jian, HE Jingyi,et al. Laboratory tests on compaction grouting and fracture grouting of clay [J]. Chinese Journal of Geotechnical Engineering, 2009, 31(12):1818-1824. [10] 张忠苗,包风,陈云敏.考虑材料应变软化的球(柱)扩张理论在桩底注浆中的研究[J].岩土工程学报,2000,22(5):243-247. ZHANG Zhongmiao, BAO Feng, CHEN Yunming. Research on grouted in pile bottom with spherical(columnar) hole expansion theory considering material strainsoftening[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5):243-247. |
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