Citation: | Peng Yi, Cheng Jianmei, Ma Yun, Chen Ningyi. Seepage calculation of foundation with suspended curtain based on improved resistance coefficient method[J]. Bulletin of Geological Science and Technology, 2021, 40(4): 179-186. doi: 10.19509/j.cnki.dzkq.2021.0411 |
[1] |
王建秀, 郭太平, 吴林高, 等. 深基坑降水中墙-井作用机理及工程应用[J]. 地下空间与工程学报, 2010, 6(3): 564-570. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201003025.htm
Wang J X, Guo T P, Wu L G, et al. Mechanism and application of interaction between underground wall and well in dewatering for deep excavation[J]. Chinese Journal of Underground Space and Engineering, 2010, 6(3): 564-570(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201003025.htm
|
[2] |
吴林高. 工程降水设计施工与基坑渗流理论[M]. 北京: 人民交通出版社, 2003.
Wu L G. Design and execution of dewatering & theory of seepage in deep excavation[M]. Beijing: China Communication Press, 2003(in Chinese).
|
[3] |
孙蓉琳, 梁杏, 张晓伦, 等. 数值模拟技术在基坑降水中的应用[J]. 岩石力学与工程学报, 2003, 22(增刊1): 2333-2337. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2003S1043.htm
Sun R L, Liang X, Zhang X L, et al. Application of numerical modeling to dewatering design for foundation pit[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(S1): 2333-2337(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2003S1043.htm
|
[4] |
Luo Z, Zhang Y, Wu Y. Finite element numerical simulation of three-dimensional seepage control for deep foundation pit dewatering[J]. Journal of Hydrodynamics: Ser. B, 2008, 20(5): 596-602. doi: 10.1016/S1001-6058(08)60100-6
|
[5] |
Wang J, Hu L, Wu L, et al. Hydraulic barrier function of the underground continuous concrete wall in the pit of subway station and its optimization[J]. Environmental Geology, 2009, 57(2): 447-453. doi: 10.1007/s00254-008-1315-z
|
[6] |
祝卫东, 韩同春. 悬挂式止水帷幕插入深度的数值分析[J]. 水利水电技术, 2009, 40(7): 19-21. doi: 10.3969/j.issn.1000-0860.2009.07.006
Zhu W D, Han T C. Numerical analysis of inserted depth of suspended impervious curtain[J]. Water Resources and Hydropower Engineering, 2009, 40(7): 19-21(in Chinese with English abstract). doi: 10.3969/j.issn.1000-0860.2009.07.006
|
[7] |
Shen S, Xu Y. Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai[J]. Canadian Geotechnical Journal, 2011, 48(9): 1378-1392. doi: 10.1139/t11-049
|
[8] |
李伟, 童立元, 王占生, 等. 不同地连墙插入深度下降水对周边环境影响分析[J]. 地下空间与工程学报, 2015, 11(增刊1): 272-277. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2015S1051.htm
Li W, Tong L Y, Wang Z S, et al. Analysis of the environment impact by dewatering under conditions of different inserted lengths of disphragram wall[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(S1): 272-277(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE2015S1051.htm
|
[9] |
陆建生. 悬挂式帷幕基坑地下水控制中的尺度效应[J]. 工程勘察, 2015, 43(1): 51-58. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201501011.htm
Lu J S. The scale effect of groundwater control by pensile cut-off curtain in the foundation pit excavation[J]. Geotechnical Investigation & Surveying, 2015, 43(1): 51-58(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201501011.htm
|
[10] |
王庆兵, 黄强兵, 闫钰丰, 等. 地裂缝场地施工降水对地表沉降和地层应力的影响研究[J]. 地质力学学报, 2020, 26(2): 221-231. https://www.cnki.com.cn/Article/CJFDTOTAL-DZLX202002007.htm
Wang Q B, Huang Q B, Yan Y F, et al. Study influence of construction precipitation on surface settlement and stratum stress on the ground fissure site[J]. Journal of Geomechanics, 2020, 26(2): 221-231(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZLX202002007.htm
|
[11] |
中华人民共和国行业标准. JGJ 120-1202建筑基坑支护技术规程[S]. 北京: 中国建筑工业出版社, 2012.
JGJ 120-1202 The Professional Standards of the People's Republic of China. Technical specification for retaining and protection of building foundation excavations[S]. Beijing: China Architecture & Building Press, 2012(in Chinese).
|
[12] |
石中平. 基坑出水量计算方法探讨: "面井法"[J]. 水文地质工程地质, 2012, 39(3): 13-16, 29. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201203005.htm
Shi Z P. Discussion of method in calculation water yield of foundation pit: Areal-well method[J]. Hydrogeology & Engineering Geology, 2012, 39(3): 13-16, 29(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201203005.htm
|
[13] |
曹净, 张丙军, 刘海明. 基坑悬挂式止水帷幕渗流的共形映射[J]. 工程勘察, 2014, 42(11): 34-38. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201411008.htm
Cao J, Zhang B J, Liu H M. Conformal mapping of unclosed cut-off curtain seepage in the foundation pit[J]. Geotechnical Investigation & Surveying, 2014, 42(11): 34-38(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201411008.htm
|
[14] |
王军辉, 陶连金, 韩煊, 等. 悬挂式帷幕入土深度对涌水量影响及优化设计[J]. 北京工业大学学报, 2015, 41(9): 1390-1398. https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201509018.htm
Wang J H. Tao L J, Han X, et al. Effect of suspended curtain depth into stratum on discharge rate and its optimum design[J]. Journal of Beijing University of Technology, 2015, 40(9): 1390-1398(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201509018.htm
|
[15] |
陈征. 设置止水帷幕基坑承压含水层地下水流动分析[D]. 南京: 南京工业大学, 2015.
Chen Z. Groundwater flow analysis of confined aquifer under foundation pit with waterproof curtain[D]. Nanjing: Nanjing Technology University, 2015(in Chinese with English abstract).
|
[16] |
范士凯, 杨育文. 长江一级阶地基坑地下水控制方法和实践[J]. 岩土工程学报, 2010, 32(增刊1): 63-68. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1013.htm
Fan S K, Yang Y W. Groundwater control and practice of deep foundation pits in 1st terrace along Yangtze River[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 63-68(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1013.htm
|
[17] |
Shen S, Wu Y, Misra A. Calculation of head difference at two sides of a cut-off barrier during excavation dewatering[J]. Computers and Geotechnics, 2017, 91: 192-202. doi: 10.1016/j.compgeo.2017.07.014
|
[18] |
张钦喜, 晁哲, 张雪冬. 悬挂式帷幕基坑涌水量计算及插入深度影响效应研究[J]. 岩土工程技术, 2018, 32(3): 109-114. doi: 10.3969/j.issn.1007-2993.2018.03.001
Zhang Q X, Chao Z, Zhang X D. Study on seepage volume calculation of suspended curtain and effect of depth into soil[J]. Geotechnical Engineering Technique, 2018, 32(3): 109-114(in Chinese with English abstract). doi: 10.3969/j.issn.1007-2993.2018.03.001
|
[19] |
王世岐, 孙华波, 赵刚. 悬挂式截水帷幕深基坑内涌水量经验系数计算方法研究[J]. 岩土工程技术, 2018, 32(5): 251-254. doi: 10.3969/j.issn.1007-2993.2018.05.008
Wang S Q, Sun H B, Zhao G. Study on calculation method of empirical coefficient of water outflow in deep foundation pit of suspended waterproof curtain[J]. Geotechnical Engineering Technique, 2018, 32(5): 251-254(in Chinese with English abstract). doi: 10.3969/j.issn.1007-2993.2018.05.008
|
[20] |
贺翀, 金芸芸. 悬挂式降水基坑涌水量的源汇计算方法[J]. 隧道与地下工程灾害防治, 2020, 2(1): 91-96. https://www.cnki.com.cn/Article/CJFDTOTAL-SDZH202001013.htm
He C, Jin Y Y. Calculation of water inflow of suspended dewatering foundation pit with source-sink method[J]. Hazard Control in Tunnelling and Underground Engineering, 2020, 2(1): 91-96(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SDZH202001013.htm
|
[21] |
毛昶熙, 周保中. 闸坝地基渗流计算的改进阻力系数法[J]. 水利学报, 1980, 11(5): 51-59. doi: 10.3321/j.issn:0559-9350.1980.05.006
Mao C X, Zhou B Z. Improved resistance coefficient method for seepage calculation of dam foundation[J]. Journal of Hydraulic Engineering, 1980, 11(5): 51-59(in Chinese with English abstract). doi: 10.3321/j.issn:0559-9350.1980.05.006
|
[22] |
闫瑞明, 黎志向, 黄秋来. 有悬挂式止水帷幕基坑降水中的几个问题的探讨[J]. 岩土工程界, 2004, 7(增刊1): 58-62. https://cpfd.cnki.com.cn/Article/CPFDTOTAL-SHTM200411001014.htm
Yan R M, Li Z X, Huang Q L. Discussion on several problems in dewatering of foundation pit with suspended waterproof curtain[J]. Geotechnical Engineering World, 2004, 7(S1): 58-62(in Chinese with English abstract). https://cpfd.cnki.com.cn/Article/CPFDTOTAL-SHTM200411001014.htm
|
[23] |
姚广亮, 曹洪. 地下结构减压抗浮抽水量的计算方法研究[J]. 广东水利水电, 2015(11): 1-5, 36. https://www.cnki.com.cn/Article/CJFDTOTAL-GDSD201511004.htm
Yao G L, Cao H. Research on calculation methods of water-output on water-discharging pressure relief for underground structure anti-floating[J]. Guangdong Water Resources and Hydropower, 2015(11): 1-5, 36(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GDSD201511004.htm
|
[24] |
高旭, 晏鄂川, 尹晓萌, 等. 武汉地区某基坑二元结构地层渗透系数反演[J]. 地质科技情报, 2017, 36(3): 218-224. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201703030.htm
Gao X, Yan E C, Yin X M, et al. Permeability inversion of dual structure formation of a foundation pit in Wuhan[J]. Geological Science and Technology Information, 2017, 30(3): 218-224(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201703030.htm
|
[25] |
徐杨青, 刘国锋, 吴西臣. 武汉长江Ⅰ级阶地含水层水文地质参数研究及工程应用[J]. 岩土力学, 2016, 37(10): 2915-2920. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201610024.htm
Xu Y Q, Liu G F, Wu X C. Research on hydrogeological parameters of aquifer in 1st terrace of Yangtze River in Wuhan and its application[J]. Rock and Soil Mechanics, 2016, 37(10): 2915-2920(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201610024.htm
|
[1] | CHEN Weixi,DU Yao,XIE Xianjun,et al. Exploring the feasibility and influencing factors of phosphorus recovery from phosphorus-rich groundwater based on struvite precipitation methods[J]. Bulletin of Geological Science and Technology,2025,44(1):274-284. doi: 10.19509/j.cnki.dzkq.tb20230379. |
[2] | XIE Yunxuan,WANG Yang,WANG Mengyao,et al. Water resistance coefficient of bank slope landslides via physical model experiments[J]. Bulletin of Geological Science and Technology,2025,44(2):1-8. doi: 10.19509/j.cnki.dzkq.tb20240247. |
[3] | CHEN Di, YAN Haitao, QIAO Xiangyu, WANG Quanrong. Prediction of ultradeep pore water inflow in giant thick heterogeneous aquifers[J]. Bulletin of Geological Science and Technology, 2024, 43(4): 302-310. doi: 10.19509/j.cnki.dzkq.tb20230122 |
[4] | XIAO Jing, WAN Junwei, CHENG Jianmei, LI Zhongxia, YU Hang, LI Jinghong, YUAN Shuai. Application of MODFLOW-CFPv2 model in karst tunnel water inrush and its impact on groundwater environment: Example of the Mengkuanggou karst water system in Heqing County, Yunnan Province[J]. Bulletin of Geological Science and Technology, 2024, 43(3): 301-310. doi: 10.19509/j.cnki.dzkq.tb20230072 |
[5] | CHENG Hao, CHEN Hui, ZHANG Shu, JIA Hanying. Investigations into ground surface settlement characteristics of excavation under dewatering and excavating conditions using the response surface experimental design method[J]. Bulletin of Geological Science and Technology, 2024, 43(5): 181-196. doi: 10.19509/j.cnki.dzkq.tb20230294 |
[6] | Pan Jingjie, Zhu Chunbai, Liu Wei, Fang Kai, Liu Nianwu. Influence of external pit width on passive earth pressure under pit-in-pit condition[J]. Bulletin of Geological Science and Technology, 2023, 42(1): 62-69. doi: 10.19509/j.cnki.dzkq.2022.0167 |
[7] | Qi Yueming, Wu Jiaxin, Wang Xusheng, Zhou Lai, Dong Guiming, Liu Bo, Xu Jinpeng, Ma Chao, Zhou Pei. Mixed-well model of the relation between drawdown and water inflow in a pumping well with variable-diameter[J]. Bulletin of Geological Science and Technology, 2023, 42(4): 65-74. doi: 10.19509/j.cnki.dzkq.tb20220699 |
[8] | Gao Zongjun, Wan Zhipeng, He Keqiang, Victor Kuzin, Liu Jiutan. Hydrochemical characteristics and controlling factors of karst groundwater in middle and upper reaches of Dawen River basin[J]. Bulletin of Geological Science and Technology, 2022, 41(5): 264-272. doi: 10.19509/j.cnki.dzkq.2022.0186 |
[9] | Fan Yu, Chang Wei, Wei Shiyi, Wan Junwei, Huang Kun. History of karstification and groundwater flow field within Triassic water-bearing strata in Julongshan syncline[J]. Bulletin of Geological Science and Technology, 2022, 41(5): 377-385. doi: 10.19509/j.cnki.dzkq.2022.0160 |
[10] | Wen Hao, Chen Guoqing, Li Hong, Ma Jin'gen, Wu Zhanglei. Improved transfer coefficient method considering multistage sliding of rainfall landslides[J]. Bulletin of Geological Science and Technology, 2022, 41(6): 162-168. doi: 10.19509/j.cnki.dzkq.2022.0231 |
[11] | Leng Zhichao, Du Yao, Tao Yanqiu, Huang Yanwen, Deng Yamin. Coexistence and controlling factors of ammonium and phosphorus in groundwater along the middle reaches of the Yangtze River[J]. Bulletin of Geological Science and Technology, 2022, 41(1): 300-308. doi: 10.19509/j.cnki.dzkq.2022.0021 |
[12] | Li Yayi, Xia Qiang, Xu Mo, Cao Cong. Hydrogeochemical indicators of hierarchically nested structure of karst groundwater flow systems in the ejective folds area[J]. Bulletin of Geological Science and Technology, 2022, 41(5): 405-413. doi: 10.19509/j.cnki.dzkq.2022.0162 |
[13] | Hu Cheng, Chen Gang, Cao Mengxiong, Tang Liansong, Zheng Ke, Wang Jigang. A case study on water sealing efficieny of groundwater storage caverns using discrete fracture network method and flow numerical simulation[J]. Bulletin of Geological Science and Technology, 2022, 41(1): 119-126, 136. doi: 10.19509/j.cnki.dzkq.2022.0029 |
[14] | Guo Yongchun, Ye Tangjin. Centrifugal Test of the Expansive Soil Foundation Slope under Rainfall Infiltration[J]. Bulletin of Geological Science and Technology, 2019, 38(2): 249-255. |
[15] | Jia Xiaoqing, Luo Mingming, . Groundwater Vulnerability Assessment of Xiangxi River Karst Basin Based on Modified DRASTIC Model[J]. Bulletin of Geological Science and Technology, 2019, 38(4): 255-261. |
[16] | Li Guiren, She Shuqun, Chen Shilei. Groundwater Numerical Simulation for Predicting Mine Water Inflow in a Compound Nappe[J]. Bulletin of Geological Science and Technology, 2019, 38(6): 212. |
[17] | Gao Xu, Yan Echuan, Yin Xiaomeng, Guo Jianbo. Permeability Inversion of Dual Structure Formation of a Foundation Pit in Wuhan[J]. Bulletin of Geological Science and Technology, 2017, 36(3): 218-224. |
[18] | Xu Guangli, Li Zhipeng, Song Shengwu, Chen Weidong, Zhang Shishu, Dong Jiaxing, Shen Yanjun. Characteristics of Hydropower Underground Caverns Engineering in China[J]. Bulletin of Geological Science and Technology, 2016, 35(2): 203. |
[19] | Deng Anli, Wang Mindai, Wang Shuai, Guo Qinghai. Geochemical Genesis of High-Fluoride Groundwater:A Case Study in the Import Region of the Dongshan Water Transfer Project,Shanxi Province[J]. Bulletin of Geological Science and Technology, 2015, 34(6): 169-175. |
[20] | Zhang Manfei, Sun Ronglin, Liang Xing. Effect of Decay Exponential in Hydraulic Conductivity with Depth on Groundwater Flow System Based on Flux Upper Boundary[J]. Bulletin of Geological Science and Technology, 2015, 34(4): 189-193. |
1. | 穆亦龙,康林,杨雪菲,唐佳润,陈东霞. 考虑止水帷幕的承压含水层基坑涌水量计算. 地基处理. 2024(03): 235-241 . ![]() | |
2. | 向朱锋,徐金明. 悬挂式止水帷幕条件下深基坑开挖变形特性研究. 水文地质工程地质. 2023(05): 96-106 . ![]() | |
3. | 陈飞宇,董利飞,王苗,王凡顺. 基于灰色马尔科夫模型的地基承载力预测. 地质科技通报. 2022(03): 222-227 . ![]() |