地下构筑物挡水效应对地表沉降参数敏感性影响(6)
8 蔡文晓. 德州市深层地下水开采与地面沉降关系研究[D]. 长春: 吉林大学, 2009.
Cai Wenxiao. Research on relationship between deep groundwater exploitation and land subsidence in Dezhou[D]. Changchun: Jilin University, 2009.
9 Terzaghi K. Theoretical soil mechanics[M]. NewYork: John Wiley and Sons Inc, 1943.
10 丁德民, 马凤山, 张亚民, 等. 高层建筑物荷载与地下水开采叠加作用下的地面沉降特征[J]. 工程地质学报, 2011, 19(3): 433-439.
Ding Demin, Ma Fengshan, Zhang Yamin, et al. Characteristics of land subsidence due to both high-rise building and exploitation of groundwater in urban area[J]. Journal of Engineering Geology, 2011, 19(3): 433-439.
11 Rubin Y. Flow and transport in bimodal heterogeneous formations[J]. Water Resources Research, 1995, 31(10): 2461-2468.
12 Winter C L, Tartakovsky D M. Mean flow in composite porous media[J]. Geophysical Research Letters, 2000, 27(12): 1759-1762.
13 Lu Z M, Zhang D X. On stochastic modeling of flow in multimodal heterogeneous formations[J]. Water Resources Research, 2002, 38(38): 8-1-8-15.
14 Zhang D X. Stochastic methods for flow in porous media[M]. San Diego: Academic Press, 2002.
15 许烨霜. 考虑地下构筑物对地下水渗流阻挡效应的地面沉降性状研究[D]. 上海: 上海交通大学, 2010.
Xu Yeshuang. Evaluation of the behaviour of groundwater seepage and land subsidence via considering infrastructures penetrated into aquifers[D]. Shanghai: Shanghai Jiaotong University, 2010.
16 Biot M A. General theory of three dimensional consolidation[J]. Journal of Applied Physics, 1941, 12(2): 155-164.
17 赵 慧, 钱 会, 李 渊, 等. 抽水和建筑荷载 双重作用下的地面沉降模型[J]. 地球科学与环境学报, 2008, 30(1): 57-59.
Zhao Hui, Qian Hui, Li Yuan, et al. Land subsidence model under dual effects of groundwater pumping and construction loading[J]. Journal of Earth Sciences and Environment, 2008, 30(1): 57-59.
18 梅国雄. 固结有限层理论及其应用[D]. 南京: 河海大学, 2002.
Mei Guoxiong. Consolidation finite layer theory and its application[D]. Nanjing: Hehai University, 2002.
19 李雪梅. 大跨度斜拉桥基于二次响应面法的动力可靠度分析[J]. 四川建筑科学研究, 2014, 40(3): 35-37.
Li Xuemei. Dynamic reliability analysis of long-span cable-stayed bridges based on quadratic response surface method[J]. Sichuan Building Science, 2014, 40(3): 35-37.
20 张 亮, 赵 娜. 用MATLAB实现JC法计算结构可靠度程序[J]. 电脑知识与技术, 2009, 5(29): 8181-8182.
Zhang Liang, Zhao Na. Design of the calculation program of structural reliability index based on JC method using MATLAB[J]. Computer Knowledge and Technology, 2009, 5(29): 8181-8182.
21 吴坤铭, 王建国, 谭晓慧, 等. 基于可靠度敏感性的2种响应面法研究边坡稳定性[J]. 合肥工业大学学报(自然科学版), 2011, 34(8): 1196-1201.
Wu Kunming, Wang Jianguo, Tan Xiaohui, et al. Research on slope stability using two kinds of response surface methods based on sensitivity of reliability[J]. Journal of Hefei University of Technology (Natural Science Edition), 2011, 34(8): 1196-1201.
22 卢廷浩, 刘祖德, 陈国兴, 等. 高等土力学[M]. 北京: 机械工业出版, 2006.
Lu Tinghao, Liu Zude, Chen Guoxing, et al. Advanced soil mechanics[M]. Beijing: China Machine Press, 2006.
23 杨建民, 隋颜阳, 纪森林. 抽水引起的土层与地面沉降规律[J]. 铁道建筑, 2018, 58(2): 92-99.
Yang Jianmin, Sui Yanyang, Ji Senlin. Law of soil layer and ground surface subsidence caused by pumping groundwater[J]. Railway Engineering, 2018, 58(2): 92-99.
文章来源:《水电与抽水蓄能》 网址: http://www.sdycsxn.cn/qikandaodu/2020/1229/414.html