Citation: | MA Wei, WANG Da-yan. Status quo and reflections of the deep frozen soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1123-1130. |
[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. The frozen soil wall and the shaft lining in deep alluvium[M]. Xuzhou: China University of Mining & Technology, 1998. (in Chinese))
|
[2] |
余 力 , 崔广心 , 翁加杰 . 特殊凿井 [M]. 煤炭工业出版社 , 1981. (YU Li, CUI Guang-xin, WENG Jia-jie. Special Shaft Sinking [M]. China Coal Industry Publishing House, 1998. (in Chinese))
|
[3] |
崔广心 . 深土冻土力学 — 冻土力学发展的新领域 [J]. 冰川冻土 , 1998, 20 (2): 97 – 100. (CUI Guang-xin. Mechanics of frozen soil for deep alluvium—a new field of frozen soil mechanics[J]. Journal of Glaciology and Geocryology, 1998, 20 (2): 97 – 100. (in Chinese))
|
[4] |
崔广心 . 论深厚表土层中确定地下结构物外载的基础理论 — 深土力学 [J]. 煤炭学报 , 1999, 24 (2): 123 – 126. (CUI Guangxin. The basic theory for analyzing loads on underground structure in deep alluvium—mechanics of deep soil[J]. Journal of China Coal Society, 1999, 24 (2): 123 – 126. (in Chinese))
|
[5] |
何满潮 . 深部的概念体系及工程评价指标 [J]. 岩石力学与工程学报 , 2005, 24 (6): 2854 – 2858. (HE Man-chao. Conception system and evaluation indexes for deep engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (6): 2854 – 2858. (in Chinese))
|
[6] |
陈湘生 . 深冻结壁时空设计理论 [J]. 岩土工程学报 , 1998, 20 (5): 13 – 16. (CHEN Xiang-sheng. Time space design theory for deep ice wall of short cylinder[J]. Chinese Journal of Geotechnical Engineering, 1998, 20 (5): 13 – 16. (in Chinese))
|
[7] |
崔广心 , 杨维好 , 李 毅 . 受载荷的湿土结冰温度变化规律的研究 [J]. 冰川冻土 , 1997, 19 (4): 321 – 327. (CUI Guang-xin, YANG Wei-hao, LI Yi. A study on the relation between freezing point and load of wet soil[J]. Journal of Glaciology and Geocryology. 1997, 19 (4): 321 – 327. (in Chinese))
|
[8] |
马 巍 , 吴紫汪 , 常小晓 , 等 . 围压作用下冻结砂土微结构变化的电镜扫描分析 [J]. 冰川冻土 , 1995, 17 (2): 152 – 158. (MA Wei, WU Zi-wang, CHANG Xiao-xiao, et al. Analysis of microstructural changes in frozen sandy soil under confining pressure using scanning electronic microscope[J]. Journal of Glaciology and Geocryology, 1995, 17 (2): 152 – 158. (in Chinese) )
|
[9] |
徐学祖 , 王家澄 , 张立新 . 冻土物理学 [M]. 北京 : 科学出版社 , 2001. (XU Xue-zu, WANG Jia-cheng, ZHANG Li-xin. Permafrost physics[M]. Beijing: Science Press, 2001. (in Chinese))
|
[10] |
荣传新 , 王秀喜 , 程 桦 , 等 . 冻结壁稳定性分析的黏弹塑性模型 [J]. 力学与实践 , 2005, 27 : 68 – 72. (RONG Chuan-xin, WANG Xiu-xi, CHENG Hua, et al. A unified viscous-elastic-plastic constitutive model for stability analysis of frozen soil wall[J]. Mechanics and Engineering, 2005, 27 : 68 – 72. (in Chinese))
|
[11] |
杨 平 , 陈明华 , 张维敏 , 等 . 冻结壁形成及解冻规律实测研究 [J]. 冰川冻土 , 1998, 20 (2): 128 – 132. (YANG Ping, CHEN Ming-hua, ZHANG Wei-min, et al. Observation of the forming and thawing of frozen walls[J]. Journal of Glaciology and Geocryology, 1998, 20 (2): 128 – 132. (in Chinese))
|
[12] |
蔡海兵 , 程 桦 , 荣传新 . 深埋冻结壁变形特性的理论分析及数值模拟 [J]. 西安科技大学学报 , 2008, 28 (3): 439 – 444. (CAI Hai-bing, CHENG Hua, RONG Chuan-xin. Deformation characteristics of deep-buried frozen wall based on frozen soils rheological theory[J]. Journal of Xi′an University of Science and Technology, 2008, 28 (3): 439 – 444. (in Chinese))
|
[13] |
汪仁和 , 李栋伟 , 王秀喜 . 改进的西原模型及其在冻结壁上的应用 [J]. 力学与实践 , 2006, 28 (1): 58 – 60. (WANG Ren-he, LI Dong-wei, WANG Xiu-xi. Calculation of stress and displacement field of frozen wall by improved Nishihara Model[J]. Mechanics in Engineering, 2006, 28 (1): 58 – 60. (in Chinese))
|
[14] |
杨 平 , 皮爱如 . 高流速地下水流地层冻结壁形成的研究 [J]. 岩土工程学报 , 2001, 23 (2): 167 – 171. (YANG Ping, PI Ai-ru. Study on the effects of large groundwater flow velocity on the formation of frozen wall[J]. Chinese Journal of Geotechnical Engineering, 2001, 23 (2): 167 – 171. (in Chinese))
|
[15] |
郭瑞平 , 李广信 . 冻结壁位移对冻结管断裂的影响 [J]. 淮南矿业学院学报 , 1997, 11 (3): 21 – 26. (GUO Rui-ping, LI Guang-xin. Influence of the displacement of frozen soil wall on the fracture of freezing pipe[J]. Journal of Huainan Institute of Technology, 1997, 11 (3): 21 – 26. (in Chinese))
|
[16] |
周晓敏 , 王梦恕 , 张绪忠 . 渗流作用下地层冻结壁形成的模型试验研究 [J]. 煤炭学报 , 2005, 30 (2): 196 – 201. (ZHOU Xiao-min, WANG Meng-shu, ZHANG Xu-zhong. Model test research on the formation of freezing wall in seepage ground[J]. Journal of China Coal Society, 2005, 30 (2): 196 – 201. (in Chinese))
|
[17] |
周国庆 . 间歇冻结抑制人工冻土冻胀机理分析 [J]. 中国矿业大学学报 , 1999, 28 (5): 413 – 416. (ZHOU Guo-qing. Analysis of mechanism of restraining soil freezing swelling by using intermission method[J]. Journal of China University of Mining & Technology, 1999, 28 (5): 413 – 416. (in Chinese))
|
[18] |
周金生 , 周国庆 , 马 巍 , 等 . 间歇冻结控制人工冻土冻胀的试验研究 [J]. 中国矿业大学学报 , 2006, 35 (6): 708 – 712. (ZHOU Jin-sheng, ZHOU Guo-qing, MA Wei, et al. Experimental research on controlling frost heave of artificial frozen soil with intermission freezing method[J]. Journal of China University of Mining & Technology , 2006, 35 (6): 708 – 712. (in Chinese))
|
[19] |
崔广心 . 我国人工冻结工程研究现状及展望 [C]// 第五届全国冰川冻土学大会论文集 ( 下 ). 兰州 : 甘肃文化出版社 , 1996: 843 – 851. (CUI Guang-xin. State of the art and prospects of the studies of the artificial freezing engineering in China[C]// Proceeding of the fifth Chinese Conference on Glaciology and Geocryology (Vol.2). Lanzhou: Gansu Culture press, 1996: 843 – 851. (in Chinese))
|
[20] |
马金荣 . 深层土的力学特性研究 [D]. 徐州 : 中国矿业大学 , 2000. (MA Jin-rong. Study on mechanical properties of deep soil[D]. Xuzhou: China University of Mining & Technology, 2000. (in Chinese))
|
[21] |
马 巍 , 吴紫汪 , 常小晓 . 固结过程对冻土应力 - 应变特性的影响 [J]. 岩土力学 , 2000, 21 (3): 198 – 200. (MA Wei, WU Zi-wang, CHANG Xiao-xiao. Effects of consolidation process on stress-strain characters of frozen soils[J]. Rock and Soil Mechanics, 2000, 21 (3): 198 – 200. (in Chinese))
|
[22] |
马 巍 , 常小晓 . 加载卸载对人工冻结土强度与变形的影响 [J]. 岩土工程学报 , 2001, 23 (5): 563 – 566. (MA Wei, CHANG Xiao-xiao. Influence of loading and unloading on strength and deformation of frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2001, 23 (5): 563 – 566. (in Chinese))
|
[23] |
马 巍 , 常小晓 . 两种不同试验模式下人工冻结土强度与变形的对比分析 [J]. 冰川冻土 , 2002, 24 (2): 149 – 154. (MA Wei, CHANG Xiao-xiao. Comparison of strength and deformation of artificially frozen soil in two testing manners[J]. Journal of Glaciology and Geocryology, 2002, 24 (2): 149 – 154. (in Chinese))
|
[24] |
WANG Da-yan, MA Wei, CHANG Xiao-xiao. Analyses of behaviour of stress-strain of frozen Lanzhou loess subjected to K0 consolidation[J]. Cold Regions Science and Technology, 2004, 40 : 19 – 29.
|
[25] |
WANG Da-yan, MA Wei, CHANG Xiao-xiao, et al. Study on the resistance to deformation of artificially frozen soil in deep alluvium[J]. Cold Regions Science and Technology, 2005, 42 (3): 194 – 200.
|
[26] |
WANG Da-yan, MA Wei, WEN Zhi, et al. Study on strength of artificially frozen soils in deep alluvium[J]. Tunnelling and Underground Space Technology, 2008, 23 (4): 381 – 388.
|
[27] |
WANG Da-yan, MA Wei, WEN Zhi, et al. Stiffness of frozen soils subjected to K0 consolidation before freezing[J]. Soils and Foundations, 2007, 47 (5): 991 – 997.
|
[28] |
黄家会 , 杨维好 , 周国庆 , 等 . 特殊地层条件下井壁破裂机理与防治技术的研究 ( 之三 ) [J]. 中国矿业大学学报 , 1997 , 26 ( 3 ): 10 – 13. ( HUANG Jia-hui, YANG Wei-hao, ZHOU Guo-qing, et al. Mechanism and prevention technique of shaft lining fracture in the special strata(part three)[J]. Journal of China University of Mining & Technology, 1997 , 26 ( 3 ): 10 – 13. (in Chinese))
|
[29] |
付厚利 . 深厚表土中冻结壁解冻解冻井壁数值附加力变化规律的研究 [D]. 徐州 : 中国矿业大学 , 2000. (FU Hou-li. Study on variation law of vertical additional force applied to the shaft lining during the thaw-subsidence of the freeze wall in thick alluvium[D]. Xuzhou: China University of Mining & Technology, 2000. (in Chinese))
|
[30] |
王衍森 , 薛利兵 , 程建平 , 等 . 特厚冲积层竖井井壁冻结压力的实测与分析 [J]. 岩土工程学报 , 2009, 31 (2): 207 – 212. (WANG Yan-sen, XUE Li-bing, CHENG Jian-ping, et al. In-situ measurement and analysis of freezing pressure of vertical shaft lining in deep alluvium[J]. Journal of Geotechnical Engineering, 2009, 31 (2): 207 – 212. (in Chinese))
|
[31] |
汪仁和 , 张 瑞 , 李栋伟 . 多圈管冻结壁形成和融化过程冻胀力实测研究 [J]. 冰川冻土 , 2010, 32 (3): 538 – 542. (WANG Ren-he, ZHANG Rui, LI Dong-wei. Formation and thawing processes of a multi-coil pipes frozen wall[J]. Journal of Glaciology and Geocryology, 2010, 32 (3): 538 – 542. (in Chinese))
|
[32] |
经来旺 , 高全臣 , 徐辉东 , 等 . 冻结壁融化阶段井壁温度应力研究 [J]. 岩土力学 , 2004, 25 (9): 1357 – 1362. (JING Lai-wang, GAO Quan-chen, XU Hui-dong, et al. Thermal stress analysis of shaft in melting stage of frozen wall[J]. Rock and Mechanics, 2004, 25 (9): 1357 – 1362. (in Chinese))
|
[33] |
经来旺 , 张 皓 . 冻结壁融化阶段井壁破裂因素分析及防破裂措施研究 [J]. 工程力学 , 2003, 20 (1): 122 – 126. (JING Lai-wang, ZHANG Hao. Fracture analysis and prevention measures of fraction initiation in the melting stage of frozen shaft wall[J]. Engineering Mechanics, 2003, 20 (1): 122 – 126. (in Chinese))
|
[34] |
荣传新 , 王秀喜 , 程 桦 . 深厚冲积层冻结壁和井壁共同作用机理研究 [J]. 工程力学 , 2009, 26 (3): 235 – -239. (RONG Chuan-xin, WANG Xiu-xi, CHENG Hua. A study on interaction mechanism of frozen soil wall and shaft lining in deep alluvium[J]. Engineering Mechanics, 2009, 26 (3): 235 – 239. (in Chinese))
|
[35] |
沈珠江 . 非饱和土力学实用化之路探索 [J]. 岩土工程学报 , 2006, 28 (2): 256 – 259. (SHEN Zhu-jiang. Exploitation of practical use of unsaturated soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2006, 28 (2): 256 – 259. (in Chinese))
|
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