Citation: | LI Jin-hua, WANG Yan-sen, LI Da-hai, ZHANG Cheng-yin. Model tests on stress and deformation of freezing-pipes during multi-circle freezing before excavation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1072-1077. |
[1] |
崔广心, 杨维好, 吕恒林. 深厚表土层中的冻结壁和井壁[M]. 徐州: 中国矿业大学出版社, 1998. (CUI Guang-xin, YANG Wei-hao, Lü Heng-lin. Frozen wall and shaft lining in deep surface soil[M]. Xuzhou: CUMT Press, 1998. (in Chinese))
|
[2] |
中国矿业学院. 特殊凿井[M]. 北京: 煤炭工业出版社, 1984. (China University of Mining and Technology. Special sinking method[M]. Beijing: Coal Industry Press, 1984. (in Chinese))
|
[3] |
陈文豹. 深井冻结管断裂问题[J]. 煤炭科学技术, 1984(8): 14–17. (CHEN Wen-bao. Freezing pipes broken accident[J]. Coal Science and Technology, 1984(8): 14–17. (in Chinese))
|
[4] |
崔广心, 杨维好. 冻结管受力的模型试验研究[J]. 中国矿业大学学报, 1990, 19(2): 57–64. (CUI Guang-xin, YANG Wei-hao. Stress analysis on freezing pipes by modelling test[J]. Journal of Cumt , 1990, 19(2): 57–64. (in Chinese))
|
[5] |
万德连, 马英明. 用冻结壁最大位移预测冻结管断裂方法的探讨[J]. 中国矿业大学学报, 1990, 19(1): 56–64. (WAN De-lian, MA Ying-min. Discussion on the forecast of freezing pipe fracture by maxmium displacement of frozen wall[J]. Journal of Cumt, 1990, 19(1): 56–64. (in Chinese))
|
[6] |
杨维好, 黄家会. 冻结管受力分析与试验研究[J]. 冰川冻土, 1999, 2(1): 33–38. (YANG Wei-hao, HUANG Jia-hui. Journal of Glaciology and Geocryology, 1999, 2(1): 33–38. (in Chinese))
|
[7] |
陈朝晖. 冻结凿井技术研究进展与存在的问题[J]. 建井技术, 2007, 28(3): 28–31. (CHEN Zhao-hui. Freezing sinking method research development and problem existed[J]. Mine Construction Technology, 2007, 28(3): 28–31. (in Chinese))
|
[8] |
崔广心. 相似理论与模型试验[M]. 徐州:中国矿业大学出版社, 1989. (CUI Guang-xin, Similarity theory and model experiment[M]. Xuzhou: China University of Mining and Technology Press, 1989. (in Chinese))
|
[9] |
杨维好. 冻结管受力的模拟试验研究[D]. 徐州: 中国矿业大学, 1989. (YANG Wei-hao, Simulation experiment research on freezing-pipe stress[D]. Xuzhou: China University of Mining and Technology, 1989. (in Chinese)
|
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