[1]叶为民, 万敏, 陈宝, 等.深基坑承压含水层降水对地面沉降的影响[J]. 地下空间与工程学报, 2009,5(增2):1799-1805. (Ye Weimin, Wan Min, Chen Bao, et al. Influence of dewatering of confined aquifers on land subsidence during deep excavation[J]. Chinese Journal of Underground Space and Engineering, 2009,5(Supp.2):1799-1805.(in Chinese))
[2]金小荣, 俞建霖, 祝哨晨, 等.基坑降水引起周围土体沉降性状分析[J].岩土力学,2005, 26(10):54-60.(Tan Zhuoying, Cai Meifeng, Yue Zhongqi, et al. Analysis of behaviors of settlement of pit's surrounding soils by dewatering[J]. Rock and Soil Mechanics, 2005, 26(10):54-60.(in Chinese))
[3]张扬清. 基坑卸荷影响下减压降水引起土体变形的特性及控制研究[D]. 上海:上海交通大学, 2018. (Zhang Yangqing. Study on the characteristic and control of soil deformation induced by dewatering in confined aquifer during excavation[D]. Shanghai: Shanghai Jiao Tong University, 2018.(in Chinese))
[4]王连俊, 朱孝笑, 张光宗. 济南西客站站房基坑降水对京沪高铁路基沉降影响分析[J].工程地质学报, 2012,20(3):459-465. (Wang Lianjun, Zhu Xiaoxiao, Zhang Guangzong. Analysis of subgrade settlement of Beijing-Shanghai high-speed railway due to dewatering for foundation pit at Jinan railway station [J]. Journal of Engineering Geology, 2012,20(3):459-465.(in Chinese))
[5]北京市建设委员会北京市水务局关于印发《北京市建设工程施工降水管理办法实施细则》的通知[N].北京市人民政府公报,2008(7):90-92.(Beijing municipal construction commission beijing municipal water bureau on the issuance of the Beijing notice on the implementation rules of the measures for the management of precipitation in construction projects [N]. Beijing Municipal People's Government Bullentin, 2008(7): 90-92. (in Chinese))
[6]毕书琦, 甘彬霖. 基坑冻结围护的研究现状与发展展望[J].土工基础, 2021,35(3):365-370.(Bi Shuqi, Gan Binlin. State of the art review fo freezing in support of excavation engineering [J]. Soil Eng and Foundation, 2021,35(3):365-370.(in Chinese))
[7]孙杰龙, 任建喜, 陈兴周, 等.富水砂层斜井冻结壁温度场分布规律研究[J].煤炭工程, 2020,52(11):126-131.(Sun Jielong, Ren Jianxi, Chen Xingzhou, et al. Temperature field distribution law of inclined freezing shaft in water-rich sand stratum [J]. Coal Engineering, 2020,52(11):126-131.(in Chinese))
[8]张晋勋, 亓轶, 杨昊, 等.等. 北京砂卵石地层盆形冻结的温度场扩展规律研究[J].岩土力学, 2020,41(8):2796-2804, 2813. (Zhang Jinxun, Qi Yi, Yang Hao, et al. Temperature field expansion of basin-shaped freezing technology in sandy pebble stratum of Beijing [J]. Rock and Soil Mechanics, 2020,41(8):2796-2804, 2813.(in Chinese))
[9]郜新军, 李铭远, 张景伟, 等. 富水粉质黏土中地铁联络通道冻结法试验研究[J]. 岩石力学与工程学报, 2021,40(6):1267-1276. (Gao Xinjun, Li Mingyuan, Zhang Jingwei, et al. Field research on artificial freezing of subway cross passages in water-rich silty clay layers [J]. Chinese Journal of Rock Mechanics and Engineering, 2021,40(6):1267-1276.(in Chinese))
[10]曹军军, 伍旺, 郑鹏飞, 等. 富水砂卵石地层联络通道人工冻结温度场分析[J]. 铁道建筑, 2019,59(12):55-59. (Cao Junjun, Wu Wang, Zheng Pengfei, et al.Analysis of artificial freezing temperature field for connected adit in water-rich sandy pebble stratum[J]. Railway Engineering, 2019,59(12):55-59.(in Chinese))
[11]苗立新, 齐修东, 邹超, 等. 冻结法在盾构接收端头土体加固中的应用[J]. 铁道工程学报, 2011,28(9):105-109. (Miao Lidong, Qi Xiudong, Zou Chao, et al. Application of freezing method in reinforceing soil on shield ends [J]. Journal of Railway Engineering Society, 2011,28(9):105-109.(in Chinese))
[12]芮大虎, 武迎飞, 陈雪, 等. 复合冻融与淋洗方法修复重金属污染黏性土的研究[J]. 岩土工程学报, 2019,41(2):286-293. (Rui Dahu, Wu Yingfei, Chen Xue, et al. Remediation of heavily metal-contaminated clayey soils by composite freeze-thaw and soil washing method [J]. Chinese Journal of Geotechnical Engineering, 2019,41(2):286-293.(in Chinese))
[13]张松, 岳祖润, 卢相忠, 等. 冻结法施工中冻结管断裂的影响及其处理方法[J]. 城市轨道交通研究, 2020,23(12):99-102. (Zhang Song, Yue Zurun, Lu Xiangzhong, et al.Impact and treatment method of freeze pipe fracture in AGF project[J]. Chinese Journal of Geotechnical Engineering, 2020,23(12):99-102.(in Chinese))
[14]蔡海兵, 程桦, 彭丽敏, 等. 地铁双线隧道水平冻结位移场的模型试验[J]. 岩石力学与工程学报, 2009,28(10):2088-2095. (Cai Haibing, Cheng Hua, Peng Limin, et al. Model test on displacement field of double-route metro constructed with horizontal freezing method [J]. Chinese Journal of Geotechnical Engineering, 2009,28(10):2088-2095.(in Chinese))
[15]姚直书, 程桦, 夏红兵, 等. 特深基坑排桩冻土墙围护结构的冻胀力模型试验研究[J]. 岩石力学与工程学报, 2007,26(2):415-420. (Yao Zhishu, Cheng Hua, Xia Hongbing, et al. Model test study on frozen-heaving force in retaining structure of row-piles and frozen soil wall of super deep foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2007,26(2):415-420 (in Chinese))
[16]崔广心. 相似理论与模型试验[M]. 徐州:中国矿业大学出版社, 1990. (Cui Guangxin. Similarity theory and model tests [M]. Xuzhou: China Mining University Press, 2003. (in Chinese))
[17]张世雷, 汪磊, 何越磊, 等. 考虑热力管线影响的地铁联络通道冻结温度场分布[J]. 铁道建筑, 2021,61(11):74-77, 99. (Zhang Shilei, Wang Lei, He Yuelei, et al. Distribution of frtezing temperature field of subway connection passage considering influence of thermal pipeline [J]. Railway Engineerin, 2021,61(11):74-77, 99. (in Chinese))
[18]胡向东, 方涛, 郭晓东, 等. 拱北隧道管幕冻结法现场原型试验解冻温度场实测研究[J]. 煤炭学报, 2017,42(7):1700-1705. (Hu Xiangdong, Fang Tao, Guo Xiaodong, et al. Temperature field research on thawing process of freeze-sealing pipe roof method in gongbei tunnel by in-situ prototype test [J]. Journal of China Coal Society, 2017,42(7):1700-1705. (in Chinese))
[19]Hu X D, Fang T,Zhang L Y. Analytical solution to temperature distribution in frozen soil wall[J]. Cold Regions Science and Technology, 2020, 175: 103076.1-1036076.12.
[20]王建洲, 刘书幸, 周国庆, 等. 深季节冻土地区基坑工程水平冻胀力试验研究[J]. 中国矿业大学学报, 2018,47(4):815-821. (Wang Jianzhou, Liu Shuxing, Zhou Guoqing, et al. Model experiment on forst-heave of foundation pit at deepseasonal frozen regions [J].Journal of China University of Mining & Trchnology, 2018,47(4):815-821. (in Chinese))
[21]杨平, 陈瑾, 张尚贵, 等. 软弱地层联络通道冻结法施工温度及位移场全程实测研究[J]. 岩土工程学报, 2017,39(12):2226-2234. (Yang Ping,Chen Jin, Zhang Shanggui, et al. Whole range monitoring for temperature and displacement fields of cross passage in soft soils by AGF [J]. Chinese Journal of Geotechnical Engineering, 2017,39(12):2226-2234. (in Chinese))