参考文献/References:
[1] 赵伟,陈桥枫,张富国,等. 近接既有结构深大基坑隆起变形控制:以天津地铁5号线思源道站接建地下空间工程为例[J]. 科学技术与工程,2023,23(3):1192-1198. ZHAO Wei,CHEN Qiaofeng,ZHANG Fuguo,et al. Heave Deformation Control Method of Large-scale Deep Foundation Pit Adjacent to Existing Structure:Taking the Underground Space Project Connecting to Siyuandao Station of Tianjin Metro Line 5 as an Example[J]. Science Technology and Engineering,2023,23(3):1192-1198.
[2] 陈春来,赵城丽,魏纲,等. 基于Peck公式的双线盾构引起的土体沉降预测[J]. 岩土力学,2014,35(8):2212-2218. CHEN Chunlai,ZHAO Chengli,WEI Gang,et al. Prediction of Soil Settlement Induced by Double-line Shield Tunnel Based on Peck Formula[J]. Rock and Soil Mechanics,2014,35(8):2212-2218.
[3] 魏纲,庞思远. 双线平行盾构隧道施工引起的三维土体变形研究[J]. 岩土力学,2014,35(9):2562-2568.WEI Gang,PANG Siyuan. Study of Three-dimensional Soil Deformation Caused by Double-line Parallel Shield Tunnel Construction[J]. Rock and Soil Mechanics,2014,35(9):2562-2568.
[4] 朱正国,陈信宇,陈自飞,等. 盾构隧道下穿既有车站变形控制研究[J]. 高速铁路技术,2019,10(4):6-11. ZHU Zhengguo,CHEN Xinyu,CHEN Zifei,et al. Research on Deformation Control of Shield Tunneling under Subway Station[J]. High Speed Railway Technology,2019,10(4):6-11.
[5] 王法,周宏磊,雷崇红,等. 盾构施工参数对地表沉降的因素敏感性分析[J]. 都市快轨交通,2013,26(6):63-67. WANG Fa,ZHOU Honglei,LEI Chonghong,et al. Sensitivity Analysis of Shield Tunneling Parameters on Ground Surface Settlements[J]. Urban Rapid Rail Transit,2013,26(6):63-67.
[6] 李吉林. 地铁盾构下穿高速铁路桥梁结构安全性评估研究[J].高速铁路技术,2018,9(1):61-65,75. LI Jilin. Study on Structural Safety Assessment of Subway Shield underneath Passing High-speed Railway Bridge[J]. High Speed Railway Technology,2018,9(1):61-65,75.
[7] 章坤,陈力. 桥式盾构施工中路基沉降影响因素分析[J]. 高速铁路技术,2016,7(4):12-15. ZHANG Kun,CHEN Li. Analysis on Influencing Factors of Subgrade Settlement in Bridge-shield Construction[J]. High Speed Railway Technology,2016,7(4):12-15.
[8] 袁大军,尹凡,王华伟,等. 超大直径泥水盾构掘进对土体的扰动研究[J]. 岩石力学与工程学报,2009,28(10):2074-2080. YUAN Dajun,YIN Fan,WANG Huawei,et al. Study of Soil Disturbance Caused by Super-large Diameter Slurry Shield Tunnelling [J]. Chinese Journal of Rock Mechanics and Engineering,2009, 28(10):2074-2080.
[9] 刘德斌. 富水软土地区盾构施工对邻近建筑物的影响及控制措施[J]. 施工技术(中英文),2022,51(11):127-130. LIU Debin. Influence and Control Measures of Shield Construction on Adjacent Buildings in Water Rich Soft Soil Area[J]. Construction Technology,2022,51(11):127-130.
[10]?王树英,陈宇佳,钟嘉政,等. 泡沫-泥浆-聚合物组合改良粗粒土塑流性及渗透性特征研究[J]. 中国公路学报,2023,36(8):214-224. WANG Shuying,CHEN Yujia,ZHONG Jiazheng,et al. Study on Flow Plasticity and Permeability Characteristics of Foam-slurry-polymer Conditioned Coarse-grained Soil[J]. China Journal of Highway and Transport,2023,36(8):214-224.
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