周晓敏. 斜井井筒的冻结法施工[J]. 建井技术, 1989(3): 20-22. Zhou Xiaomin. Inclined shaft construction with freezing method[J]. Mining Construction Technology, 1989(3): 20-22.
[2]
El Sawwaf M, Nazir A K. The effect of deep excavation-induced lateral soil movements on the behavior of strip footing supported on reinforced sand[J]. Journal of Advanced Research, 2012(3): 337-344.
[3]
Yoo C, Lee D. Deep excavation- induced ground surface movement characteristics-A numerical investigation[J]. Computers and Geotechnics, 2008, 35(2): 231-252.
[4]
Akhaveissy A H. Analysis of tunnel and super structures for excavation[J]. Scientia Iranica A, 2011, 18(1): 1-8.
[5]
王新敏. ANSYS工程结构数值分析[M]. 北京: 人民交通出版社, 2007. Wang Xinmin. The numerical simulation of engineering construction with ANSYS[M]. Beijing: China Communications Press, 2007.
[6]
周雪铭, 刘辉, 彭川, 等. 岩溶隧道开挖对溶洞处治结构影响的数值模 拟分析[J]. 岩土力学, 2011, 32(1): 269-275. Zhou Xueming, Liu Hui, Peng Chuan, et al. Numerical simulation analysis of deformation effect on treatment structure of karst cave due to karst tunnel excavation[J]. Rock and Soil Mechanics, 2011, 32(1): 269- 275.
[7]
肖明, 叶超, 傅志浩, 等. 地下隧洞开挖和支护的三维数值分析计算[J]. 岩土力学, 2007, 28(12): 2501-2505. Xiao Ming, Ye Chao, Fu Zhihao, et al. Three- dimensional numerical simulation and analysis of excavation and support in underground tunnel [J]. Rock and Soil Mechanics, 2007, 28(12): 2501-2505.
[8]
王衍森, 文凯. 深厚表土中冻结壁与井壁相互作用的数值分析[J]. 岩土 工程学报, 2014, 36(6): 1142-1146. Wang Yansen, Wen Kai. Numerical analysis on the interaction between freezing wall and shaft lining in deep alluvial[J]. China Journal of Geotechnical Engineering, 2014, 36(6): 1142-1146.
[9]
吉小明, 张选兵, 白世伟. 浅埋暗挖地铁隧道开挖过程的模拟研究[J]. 岩土力学, 2002, 23(6): 828-830. Ji Xiaoming, Zhang Xuanbing, Bai Shiwei. Simulation study of excavation process of shallow embedded tunnel for metro[J]. Rock & Soil Mechanics, 2002, 23(6): 828-830.
[10]
李仲奎, 戴荣, 姜逸明. FLAC3D分析中的初始应力场生成及在大型 地下洞室群计算中的应用[J]. 岩石力学与工程学报, 2002, 21(增2): 2387-2392. Li Zhongkui, Dai Rong, Jiang Yiming. Improvement of the generation of the initial stress field by using FLAC3D and application in a huge underground caven group[J]. China Journal of Rock Mechanics and Engineering, 2002, 21(Suppl 2): 2387-2392.
[11]
杨玉贵, 高峰, 李涛, 等. 基于ANSYS的特厚冲积层冻结壁位移场数 值分析[J]. 长春理工大学学报: 自然科学版, 2007, 30(3): 53-55. Yang Yugui, Gao Feng, Li Tao, et al. Numerical calculation and simulation for displacement of special thick alluvium frozen wall[J]. Journal of Changchun University of Science and Technology: Natural Science Edition, 2007, 30(3): 53-55.
[12]
李围. 隧道及地下工程ANSYS实例分析[M]. 北京: 中国水利水电出 版社, 2008. Li Wei. The analysis of tunnel & underground construction application with ANSYS[M]. Beijing: China Water & Power Press, 2008.
[13]
王衍森, 杨维好, 黄家会, 等. 龙固副井冻结凿井期外壁混凝土应变 的实测研究[J]. 煤炭学报, 2006, 31(3): 296-300. Wang Yansen, Yang Weihao, Huang Jiahui, et al. Study of freeze sinking period concrete strain of outer shaft wall of Longgu Coal Mine auxiliary shaft[J]. Journal of China Coal Society, 2006, 31(3): 296-300.
[14]
王衍森, 张开顺, 李炳胜, 等. 深厚冲积层中冻结井外壁钢筋应力的 实测研究[J]. 中国矿业大学学报, 2007, 36(3): 287-291. Wang Yansen, Zhang Kaishun, Li Bingsheng, et al. In-situ measurement on the stress of reinforcing steel bar of outer freezing shaft wall in deep alluvium[J]. Journal of China University of Mining & Technology, 2007, 36(3): 287-291.
[15]
王衍森. 特厚冲积层冻结井外壁强度增长及受力与变形规律研究 [D]. 徐州: 中国矿业大学, 2005. Wang Yansen. Study on the law of strength increasing, load and deformation of outer shaft lining during freezing sinking in deep alluvium [D]. Xuzhou: China University of Mining & Technology, 2005.
[16]
崔广心, 杨维好, 吕恒林. 深厚表土层中的冻结壁和井壁[J]. 徐州: 中 国矿业大学出版社, 1998. Cui Guangxin, Yang Weihao, Lü Henglin. Frozen wall and shaft lining in deep alluvium[M]. Xuzhou: China University of Mining & Technology Press, 1998.
