参考文献/References:
[1]帅红岩,陈少平,曾执. 深基坑支护结构变形特征的数值模拟分析[J].岩土工程学报, 2014, 36(S2): 376-380.
SHUAI Hongyan, CHEN Shaoping, ZENG Zhi. Numerical simulation of deformation characteristics of supporting structure of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(S2): 376-380.
[2]喻军,龚晓南,李元海. 基于海量数据的深基坑本体变形特征研究[J]. 岩土工程学报, 2014, 36(S2): 319-324.
YU Jun, GONG Xiaonan, LI Yuanhai. Deformation characteristics of deep excavations based on mass data [J]. Chinese Journal of Geotechnical Engineering, 2014, 36(S2): 319-324.
[3]张尚根,袁正如. 软土深基坑开挖地表沉降分析[J]. 地下空间与工程学报, 2013, 9(S1): 1753-1757.
ZHANG Shanggen, YUAN Zhengru. Analysis of ground settlement induced by excavation of deep foundation pit in soft soil[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(S1): 1753-1757.
[4]杨敏,卢俊义. 上海地区深基坑周围地面沉降特点及其预测[J]. 同济大学学报(自然科学版), 2010, 38(2): 194-199.
YANG Min, LU Junyi. Characteristics and prediction of ground settlement around deep excavation in Shanghai [J]. Journal of Tongji University(Natural Science), 2010, 38(2): 194-199.
[5]成峰,张远芳,万永祥. 苏南软土地区地铁车站深基坑变形特性研究[J]. 地下空间与工程学报, 2013, 9(2): 387-391.
CHENG Feng, ZHANG Yuanfang, WAN Yongxiang. Deformation characteristics of deep foundation pits of subway stations in south Jiangsu province soft soil[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(2): 387-391.
[6]丁智,王达,王金艳,等. 浙江地区软弱土深基坑变形特点及预测分析[J]. 岩土力学, 2015, 36(S1): 506-512.
DING Zhi, WANG Da, WANG Jinyan, et al. Deformation characteristics of Zhejiang soft soil deep foundation pits and their predictive analysis[J]. Rock and Soil Mechanics, 2015, 36(S1): 506-512.
[7]王林,谢亮,杨文琦,等. 软土地区深基坑圆筒支护结构三维数值分析模拟[J]. 建筑结构, 2011, 41(3): 88-109.
WANG Lin, XIE Liang, YANG Wenqi, et al. Three-dimensional numerical analysis and simulation of circular deep excavation in soft ground region[J]. Building Structure, 2011, 41(3): 88-109.
[8]杨骏,李夫杰,杨育僧. 软土地区地铁车站深基坑施工坑外土体位移规律研究[J]. 太原理工大学学报, 2015, 46(5): 542-547.
YANG Jun, LI Fujie, YANG Yusen. Research on the soil displacement outside the construction pit of deep foundation pit in subway station in soft soil area [J]. Journal of Taiyuan University of Technology, 2015, 46(5): 542-547.
[9]李彦东,梁发云,褚峰. 软土地区深基坑变形特性三维数值模拟与验证[J]. 地下空间与工程学报, 2011, 7(6): 1072-1120.
LI Yandong, LIANG Fayun, CHU Feng. 3D numerical simulation on the deformation behavior of deep excavation in soft soils and its verification[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(6): 1072-1120.
[10]张如林,徐奴文. 基于PLAXIS的深基坑支护设计的数值模拟[J]. 结构工程师, 2010, 26(2): 131-136.
ZHANG Rulin, XU Nuwen. Numerical simulation of timbering design of deep foundation pits based on PLAXIS [J]. Structural Engineers, 2010, 26(2): 131-136.
[11]万志辉,刘红艳,步艳洁.深基坑围护结构变形监测与数值模拟分析[J]. 施工技术, 2015, 44(7): 83-86.
WAN Zhihui, LIU Hongyan, BU Yanjie. Analysis of deformation monitoring and numerical simulation on retaining structure of deep foundation excavation[J]. Construction Technology, 2015, 44(7): 83-86.
[12]周勇,郭楠,朱彦鹏. 兰州地铁世纪大道站基坑支护监测与数值模拟[J]. 铁道工程学报, 2014(1): 82-88.
ZHOU Yong, GUO Nan, ZHU Yanpeng. Construction monitoring and numerical simulation of deep excaVation of century avenue metro station in Lanzhou [J]. Journal of Railway Engineering Society, 2014(1): 82-88.
[13]官少龙,杜艳艳,蔡新森,等. 深基坑桩锚支护体系变形特性研究[J]. 路基工程, 2015(4): 139-143.
GUAN Shaolong, DU Yanyan, CAI Xinsen, et al. Study on deformation characteristics of pile-anchor supporting system for deep foundation pit[J]. Subgrade Engineering, 2015, (4): 139-143.
[14]刘科,赵浩. 黄土深基坑桩锚联合支护结构变形与稳定性分析[J]. 西安建筑科技大学学报(自然科学版), 2014, 46(4): 513-517.
LIU Ke, ZHAO Hao. Numerical analysis and stability analysis of a commercial plaza excavation engineering foundation in loess area [J]. J. Xi′an Univ. of Arch. & Tech. (Natural Science Edition), 2014, 46(4): 513-517.
[15]吴意谦,朱彦鹏.兰州市湿陷性黄土地区地铁车站深基坑变形规律监测与数值模拟研究[J]. 岩土工程学报, 2014, 36(S2): 404-411.
WU Yiqian, ZHU Yanpeng. Monitoring and numerical simulation of deformation law of deep foundation pit of subway station in Lanzhou collapsible loess[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(S2): 404-411.
[16]吕凤梧. 复杂条件下深基坑嵌岩支护开挖施工过程数值模拟与分析[D]. 上海:同济大学, 2002.
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