[22] |
WU Y X,SHEN S L,LYU H M,et al. Analyses of leakage effect of waterproof curtain during excavation dewatering[J]. Journal of Hydrology,2020,583:124582.
|
[6] |
廖少明,魏仕锋,谭 勇,等. 苏州地区大尺度深基坑变形性状实测分析[J]. 岩土工程学报,2015,37(3):458-469.(LIAO Shaoming,WEI Shifeng,TAN Yong,et al. Field performance of large-scale deep excavations in Suzhou[J]. Chinese Journal of Geotechnical Engineering,2015,37(3):458-469.(in Chinese))
|
[4] |
徐长节,成守泽,蔡袁强,等. 非对称开挖条件下基坑变形性状分析[J]. 岩土力学,2014,35(7):1 929-1 934.(XU Changjie,CHENG Shouze,CAI yuanqiang,et al. Deformation characteristic analysis of foundation pit under asymmetric excavation condition[J]. Rock and Soil Mechanics,2014,35(7):1 929-1 934.(in Chinese))
|
[14] |
OU C Y,HSIEH P G,LIN Y L. Performance of excavations with cross walls[J]. Journal of Geotechnical and Geoenvironmental Engineering,2011,137(1):94-104.
|
[24] |
OU C Y,HSIEH P G,LIN Y L. A parametric study of wall deflections in deep excavations with the installation of cross walls[J]. Computers and Geotechnics,2013,50:55-65.
|
[16] |
杨清源,赵伯明. 潜水层基坑降水引起地表沉降试验与理论研究[J]. 岩石力学与工程学报,2018,37(6):1 506-1 519.(YANG Qingyuan,ZHAO Boming. Experimental and theoretical study on the surface subsidence by dewatering of foundation pit in phreatic aquifer[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(6):1 506-1 519.(in Chinese))
|
[2] |
应宏伟,李 涛,杨永文,等. 深基坑隔断墙保护邻近建筑物的效果与工程应用分析[J]. 岩土工程学报,2011,33(7):1 123-1 128. (YING Hongwei,LI Tao,YANG Yongwen,et al. Effect and application of partition walls in protecting adjacent buildings from deep foundation pits[J]. Chinese Journal of Geotechnical Engineering,2011,33(7):1 123-1 128.(in Chinese))
|
[3] |
梁荣柱,林存刚,夏唐代,等. 考虑隧道剪切效应的基坑开挖对邻近隧道纵向变形分析[J]. 岩石力学与工程学报,2017,36(1):223-233.(LIANG Rongzhu,LIN Cungang,XIA Tangdai,et al. Analysis on the longitudinal deformation of tunnels due to pit excavation considering the tunnel shearing effect[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(1):223-233.(in Chinese))
|
[5] |
TAN Y,LU Y,XU C,et al . Investigation on performance of a large circular pit-in-pit excavation in clay-gravel-cobble mixed strata[J]. Tunnelling and Underground Space Technology,2018,79:356-374.
|
[7] |
曾超峰,郑 刚,薛秀丽. 大面积基坑开挖前预降水对支护墙变形的影响研究[J]. 岩土工程学报,2017,39(6):1 012-1 021.(ZENG Chaofeng,ZHENG Gang,XUE Xiuli. Study of wall deflection induced by pre-excavation dewatering in large-scale excavation[J]. Chinese Journal of Geotechnical Engineering,2017,39(6):1 012-1 021.(in Chinese))
|
[12] |
ZHENG G,ZENG C F,DIAO Y,et al . Test and numerical research on wall deflections induced by pre-excavation dewatering[J]. Computers and Geotechnics,2014,62:244-256.
|
[13] |
郑 刚,赵悦镔,程雪松,等. 复杂地层中基坑降水引发的水位及沉降分析与控制对策[J]. 土木工程学报,2019,52(增1):135-142. (ZHENG Gang,ZHAO Yuebin,CHENG Xuesong,et al. Strategy and analysis of the settlement and deformation caused by dewatering under complicated geological condition[J]. China Civil Engineering Journal,2019,52(Supp.1):135-142.(in Chinese))
|
[15] |
TAN Y,WEI B. Observed behaviors of a long and deep excavation constructed by cut-and-cover technique in shanghai soft clay[J]. Journal of Geotechnical and Geoenvironmental Engineering,2012,138(1):69-88.
|
[17] |
XU Y S,YAN X X,SHEN S L,et al . Experimental investigation on the blocking of groundwater seepage from a waterproof curtain during pumped dewatering in an excavation[J]. Hydrogeology Journal,2019,27:2 659-2 672.
|
[8] |
WU Y X,LYU H M,HAN J,et al. Dewatering-induced building settlement around a deep excavation in soft deposit in Tianjin,China[J]. Journal of Geotechnical and Geoenvironmental Engineering,2019,145(5):05019003.
|
[10] |
王建秀,吴林高,朱雁飞,等. 地铁车站深基坑降水诱发沉降机制及计算方法[J]. 岩石力学与工程学报,2009,28(5):1 010-1 019. (WANG Jianxiu,WU Lingao,ZHU Yanfei,et al. Mechanism of dewatering-induced ground subsidence in deep subway station pit and calculation method[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(5):1 010-1 019.(in Chinese))
|
[18] |
丁洲祥. 渗透力概念的力学分析及广义化探讨[J]. 岩土工程学报,2017,29(11):2 088-2 101.(DING Zhouxiang. Mechanical fundamentals of seepage force concept and its generalization[J]. Chinese Journal of Geotechnical Engineering,2017,29(11):2 088-2 101.(in Chinese))
|
[20] |
梁发云,贾亚杰,邓 航,等. 深基坑降水沉降计算土体弹性参数取值方法探讨[J]. 岩土工程学报,2017,39(增2):29-32.(LIANG Fayun,JIA Yajie,DENG Hang,et al. Discussions on elastic parameters of soil for land subsidence caused by decompression of confined aquifer in deep excavation[J]. Chinese Journal of Geotechnical Engineering,2017,39(Supp.2):29-32.(in Chinese))
|
[23] |
HSIEH P G,OU C Y. Simplified approach to estimate the maximum wall deflection for deep excavations with cross walls in clay under the undrained condition[J]. Acta Geotechnica,2016,11(1):177-189.
|
[1] |
程 康,徐日庆,应宏伟,等. 既有隧道在上覆基坑卸荷下的形变响应简化算法[J]. 岩石力学与工程学报,2020,39(3):637-648. (CHENG Kang,XU Riqing,YING Hongwei,et al. Simplified method for evaluating deformation responses of existing tunnels due to overlying basement excavation[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(3):637-648.(in Chinese))
|
[9] |
王建秀,吴林高,胡力绳,等. 复杂越流条件下超深基坑抽水试验及工程应用[J]. 岩石力学与工程学报,2010,29(增1):3 082-3 087. (WANG Jianxiu,WU Lingao,HU Lisheng,et al. Pumping test and its application to deep foundation pit under complex more flow hydrogeological conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):3 082-3 087.(in Chinese))
|
[11] |
郑 刚,曾超峰. 基坑开挖前潜水降水引起的地下连续墙侧移研究[J]. 岩土工程学报,2013,35(12):2 153-2 163.(ZHENG Gang,ZENG Chaofeng. Lateral displacement of diaphragm wall by dewatering of phreatic water before excavation[J]. Chinese Journal of Geotechnical Engineering,2013,35(12):2 153-2 163.(in Chinese))
|
[19] |
丁洲祥,龚晓南,俞建霖,等. 止水帷幕对基坑环境效应影响的有限元分析[J]. 岩土力学,2005,26(增1):146-150.(DING Zhouxiang,GONG Xiaonan,YU Jianlin,et al. Finite element analysis of environmental effects of waterproof wall on foundation pit[J]. Rock and Soil Mechanics,2005,26(Supp.1):146-150.(in Chinese))
|
[21] |
ZENG C F,ZHENG G,ZHOU X F,et al . Behaviours of wall and soil during pre-excavation dewatering under different foundation pit widths[J]. Computers and Geotechnics,2019,115:103169.
|