[1] 张云, 薛禹群,吴吉春,等.抽灌水条件下上海砂土层的变形特征和变形参数[J].水利学报, 2006, 37 (5): 560~566. Zhang Yun, Xue Yuqun, Wu Jichun, et al. Characteristics and parameters of san d strata deformation due to groundwater pumping in Shanghai. Journal of Hydraulic Engineering, 2006, 37 (5): 560~566. [2] 张云, 薛禹群,李勤奋.上海现阶段主要沉降层及其变形特征分析[J].水文地质工程地质, 2003, 30 (5): 6~11. Zhang Yun, Xue Yuqun, Li Qinfen. Current prominent subsidence layer and it deformation properties in Shanghai. Hydrological Geology and Engineering Geology, 2003, 30 (5): 6~11. [3] 魏子新. 上海第四承压含水层应力-应变分析[J].水文地质工程地质, 2002, 29 (1): 1~4. Wei Zixin. The stress-strain analysis of the 4th confined aquifer in Shanghai city. Hydrological Geology and Engineering Geology, 2002, 29 (1): 1~4. [4] 张阿根, 魏子新.上海地面沉降研究的过去、现在与未来[J].水文地质工程地质, 2002, 29 (5): 72~75. Zhang Agen, Wei Zixin. Past, present and future research on land subsidence in Shanghai city. Hydrological Geology and Engineering Geology, 2002, 29 (5): 72~75. [5] 张云. 一维地面沉降模型及其求解[J].工程地质学报, 2002, 10 (4): 434~437. Zhang Yun. One-dimensional model for land subsidence and its solution. Journal of Engineering Geology, 2002, 10 (4): 434~437. [6] Corapcioglu MY and Brutsaert W.Viscoelastic aquifer model applied to subsidence due to pumping. Water Resources Research, 1977, 13 (3): 597~604. [7] 吴林高, 缪俊发.抽灌水作用下土层变形及应力应变本构律的研究[J].地球科学, 1995, 20 (5): 581~588. Wu Lingao, Miao Junfa. Soil layer deformation and determination of the constitutive law on the stress-strain of soils under pumping-recharge. Earth Science, 1995, 20 (5): 581~588. [8] Leung CF,Lee FH and Yet NS.The role of particle breakage in pile creep in sand. Can.Geotech. J. ,1996, 33 : 888~898. [9] Colliat-Dangus JL,Desrues J and Foray P.Triaxial testing of granular soil under elevated cell pressure. In: Advanced Triaxial Testing of Soil and Rock, Philadelphia, ASTM, 1988, 290~310. [10] Mejia CA,Vaid YP and Negussey D.Time dependent behavior of sand. In:.Conf.on Rheology and Soil Mechanics, Coventry, England, 1988, 101~105. [11] Jerry A.Yamamuro, Paul Abopp and Poul V Lade. One-dimensional compression of sand at high pressures. Journal of Geotechnical Engineering, 1996, 122 (2): 147~154. [12] 叶淑君. 区域地面沉降模型的研究与应用 .南京:南京大学博士论文, 2004. Ye Shujun. Study on the Regional Land Subsidence Model and Its Application. Nanjing: Nanjing University, 2004. [13] 张云, 薛禹群,施小清,等.饱和砂性土非线性蠕变模型试验研究[J].岩土力学, 2005, 26 (12): 1869~1873. Zhang Yun, Xue Yuqun, Shi Xiaoqing, et al. Study on nonlinear creep model for saturated sand. Rock and Soil Mechanics, 2005, 26 (12): 1869~1873. [14] 薛禹群, 张云,叶淑君,等.我国地面沉降若干问题研究[J].高校地质学报, 2006, 12 (2): 153~160. Xue Yuqun, Zhang Yun, Ye Shujun, et al. Research on the problems of land subsidence in China. Geological Journa1 of China Universities, 2006, 12 (2): 153~160. [15] Taylor DW and Merchant W.A theory of clay consolidation accounting for secondary compression. J.Math. Phys. ,1940, 19 : 167~185. [16] 吴林高, 缪俊发.黏弹性多孔介质第三越流理论的研究[J].同济大学学报(自然科学版), 1989, 17 (1): 21~23. Wu Lingao, Miao Junfa. The research for the third type of leaky theory in porous media with viscoelastic properties. Journal of Tongji University(Natural Science), 1989, 17 (1): 21~23. [17] 佴磊, 杨健.上海浦东地面沉降分析中土层变形面沉降参数分析[J].长春地质学院学报, 1997, 27 (4): 429~434. Er Lei, Yang Jian. Analysis on the coefficient of subsidence at Pudong, Shanghai city. Journal of Changchun University of Earth Sciences.1997, 27 (4): 429~434.
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