Semi-analytical Solutions for One-Dimensional Consolidation of Layered Soil Obeying Exponential Flow Law

　HANSBO S. Consolidation of clay with special reference to influence of vertical drains[J]. Swedish Geotechnical Institute, 1960, 18: 45-50. [2]　MILLER R J, LOW P E. Threshold gradient for water flow in clay systems[J]. Soil Science Society of American Journal, 1963, 27(6): 605-609. [3]　ELNAGGAK H A, KRIZEK R J. Effect of non-Darcy flow on time rate of consolidation[J]. Journal of the Franklin Institute, 1973, 296(5): 323-337. 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　 [4]　DUBIN B, MOULIN G. Influence of a critical gradient on the consolidation of clays[C]∥YONG R N, TOWNSEND F C. Consolidation of Soils: Testing and Evaluation. West Conshohocken: American Society for Testing and Materials, 1986: 354-377. [5]　HANSBO S. Consolidation equation valid for both Darcian and non-Darcian flow[J]. Geotechnique, 2001, 51(1): 51-54. 　 [6]　SLEPICKA F. Contribution to the solution of the filtration law[C]∥International Union of Geodesy and Geophysics, Commission of Subterranean Waters. Helsinkl, Finland: [s.n., 1960: 245-358. 　　　　　　　　　　　　　　　　　　　　　　　　 [7]　齐添,谢康和,胡安峰,等. 萧山黏土非达西渗流性状的试验研究[J]. 浙江大学学报:工学版,2007,41(6): 1023-1028. 　　　　　　　QI Tian, XIE Kanghe, HU Anfeng, et al. Laboratorial study on non-Darcy seepage in Xiaoshan clay[J]. Journal of Zhejiang University: Engineering Science, 2007, 41(6): 1023-1028. 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　 [8]　刘忠玉,孙丽云,乐金朝,等. 基于非Darcy 渗流的饱和黏土一维固结理论[J]. 岩石力学与工程学报,2009,28(5): 973-979. LIU Zhongyu, SUN Liyun, YUE Jinchao, et al. One-dimensional consolidation theory of saturated clay based on non-Darcy flow[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(5): 973-979. 　　　　　　　　　　　　　　　　　　　　　　　 [9]　鄂建,陈刚,孙爱荣. 考虑低速非Darcy 渗流的饱和黏性土一维固结分析[J]. 岩土工程学报,2009,31(7): 1115-1119. 　　　　　　　E Jian, CHEN Gang, SUN Airong. One-dimensional consolidation of saturated cohesive soil considering non-Darcy flows[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1115-1119. 　　　　　　　　　　　　　　　　　　　　　　　　　　　　 [10]　PASCAL F, PASCAL H, MURRAY D W. Consoli-dation with threshold gradients[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1981, 5(3): 247-261. [11]　谢海澜,武强,赵增敏,等. 考虑非达西流的弱透水层固结计算[J]. 岩土力学,2007,28(5): 1061-1065. XIE Hailan, WU Qiang, ZHAO Zengmin, et al. Consolidation computation of aquitard considering non-Darcy flow[J]. Rock and Soil Mechanics, 2007, 28(5): 1061-1065. [12]　SCHMIDT J D, WESTMANN R A. Consolidation of porous media with non-Darcy flow[J]. Journal of the Engineering Mechanics Division, 1973, EM6: 1201-1216. [13]　李传勋,谢康和,卢萌盟,等. 变荷载下基于指数形式渗流一维固结分析[J]. 岩土力学,2011,32(2): 553-559. LI Chuanxun, XIE Kanghe, LU Mengmeng, et al. One-dimensional consolidation analysis considering exponential flow law and time-dependent loading[J]. Rock and Soil Mechanics, 2011, 32(2): 553-559. [14]　谢康和,郑辉,李冰河,等. 变荷载下成层地基一维非线性固结分析[J]. 浙江大学学报:工学版,2003,37(4): 426-431. XIE Kanghe, ZHENG Hui, LI Binghe, et al. Analysis of one dimensional nonlinear consolidation of layered soils under time-dependent loading[J]. Journal of Zhejiang University: Engineering Science, 2003, 37(4): 426-431. [15]　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 Kanghe, PAN Qiuyuan. Theory of one-dimen-sional consolidation of layered soil under time-dependent loading[J]. Chinese Journal of Geo-technical Engineering, 1995, 17(5): 80-85.