土木与建筑工程 |
|
|
|
|
变荷载下饱和土一维热固结解析理论 |
吴瑞潜1,2,谢康和1,程永锋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 310027; 2.绍兴文理学院 土木工程系,浙江 绍兴 312000; 3.国网北京电力建设研究院,北京 102401) |
|
Analytical theory for one-dimensional thermal consolidation of saturated soil under time-dependent loading |
TUN Rui-Qian1,2, XIE Kang-He1, CHENG Yong-Feng3 |
1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310027, China;
2. Department of Civil Engineering, Shaoxing University, Shaoxing 312000, China;
3. Beijing Electric Power Construction Research Institute of SGCC, Beijing 102401, China |
[1] PAASWELL R E. Temperature effects on clay consolidation [J]. Journal of Soil Mechanics and Foundation Engineering Division, 1967, 93(3): 9-21.
[2] CAMPANELLA R G, MITCHELL J K. Influence of temperature variation on soil behavior [J]. Journal of Soil Mechanics and Foundation Engineering Division, 1968, 94(3): 709-734.
[3] DELAGE P, SULTAN N, CUI Y J. On the thermal consolidation of Boom clay [J]. Canadian Geotechnical Journal, 2000, 37(4): 343-354.
[4] BAI M, ROEGIERS J C. Fluid flow and heat flow in deformation fracture porous media [J]. International Journal of Engineering Science, 1994, 32(4): 1615-1633.
[5] BOOKER J R, SAVVIDOU C. Consolidation around a spherical heat source [J]. International Journal of Solids and Structures, 1984, 20(11/12): 1079-1090.
[6] 白冰. 岩土颗粒介质非等温一维热固结特性研究[J]. 工程力学, 2005, 22(5): 186-191.
BAI Bing. One-dimensional thermal consolidation characteristics of geotechnical media under non-isothermal condition [J]. Engineering Mechanics, 2005, 22(5): 186-191.
[7] 白冰. 岩土介质非稳态热固结耦合问题的热源函数法[J].力学学报, 2004, 36(4): 427-434.
BAI Bing. Heat source function method for coupling analyses of thermal consolidation in saturated soil [J]. Acta Mechanica Sinica, 2004, 36(4): 427-434.
[8] ZIENKWICZ O C, CHANG C T, BETTESS P. Drained, undrained consolidating and dynamic behaviour assumptions in soils [J]. Geotechnique, 1980, 30(4): 385-395.
[9] 谢康和,周健. 岩土工程有限元分析理论与应用[M]. 北京:科学出版社, 2002.
[10] 龚晓南. 高等土力学[M]. 杭州:浙江大学出版社, 1996.
[11] 谢康和,潘秋元. 变荷载下任意层地基一维固结理论[J]. 岩土工程学报, 1995, 17(5): 80-85.
XIE Kang-he, PAN Qiu-yuan. One-dimensional consolidation theory of layered systems under time-dependent loading [J]. Chinese Journal of Geotechnical Engineering, 1995, 17(5): 80-85. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|