[1] Yang P, Ke J M, Wang J G, et al. Nu-merical simulation of frost heave with coupled water freezing, temperature and stress fields in tunnel excavation[J]. Comput and Geotechnics,2006,33(6-7):23-28.
[2] 杨平, 佘才高, 董朝文, 等. 人工冻结法在南京地铁张府园车站的应用[J]. 岩土力学, 2003, 24(S2):388-391. Yang P, She C G, Dong C W, et al. Application of artificial freezing method in Zhang Fuyuan station of Nanjing subway’s[J]. Rock and Soil Mechanics, 2003, 24(S2):388-391.
[3] 秦爱芳,李永和.人工土层冻结法加固在盾构出洞施工中的应用[J].岩土力学2004,25(S2):449-452. Qin A F, Li Y H. Application of artificial soil freezing reinforcement method to shield tunneling setting out[J]. Chinese Journal of Geotechnical Mechanics, 2004,25(S2):449-452.
[4] 李大勇,赵少飞,胡向东.越江隧道泵房冻结施工三维数值模拟[J].岩土力学,2004,25(S):67-70. Li D Y,Zhao S F,Hu X D. 3D Numerical simulation of freezing method for tunnel through the bottom of the Huangpu River[J].Rock and Soil Mechanics,2004,25(S):67-70.
[5] 岳丰田,仇培云,杨国祥,等.越江隧道联络通道冻结法数值计算[J].煤炭学报,2006,10(2):710-714. Yue F T, Qin P Y, Yang G X,et al. Numerical calculation of tunnerl cross passage construction under reath the river[J]. Journal of China Coal Society, 2006,10(2):710-714.
[6] 靳巍巍,陈有亮. 隧道冻结法施工三维有限元温度场及性状分析[J].地下空间与工程学报,2007,3(5):918-922. Jin W W,Chen Y L. Three-dimensional temperature field and behavior analysis of tunnels constructed by artificial freezing method [J].Chinese Journal of Underground Space and Engineering,2007,3(5):918-922.
[7] 夏江涛.盾构出洞水平冻结加固杯型冻土壁温度场研究[D].南京:南京林业大学,2009. Xia J T. Numerical study of soil thermal field in horizontal freezing shield portal reinforced[D]. Nanjing:Nanjing Forestry University, 2009.
[8] 王效宾,杨平.盾构出洞水平冻结解冻温度场三维有限元分析[J].解放军理工大学学报:自然科学版,2009,10(6):586-590. Wang X B, Yang P. 3-D finite element analysis of melting temperature field in hield tunneling horizontal freezing reinforcing engineering[J]. Journal of PLA University of Science and Technology:Natural Science Edition,2009,10(6):586-590.
[9] 王离霞,胡庆立,凌贤长,等. 青藏铁路冻土未冻水含量与热参数试验[J]. 哈尔滨工业大学学报,2007,39(10):1660-1663. Wang L X, Hu Q L, Ling X C, et al. Frozen soil water content and not frozen hot parameters test of the Qinghai-Tibet railway[J]. Journal of Harbin Institute of Technology,2007,39(10):1660-1663.
[10] Yang P, Zhu F B. Application of freezing method to recover tunnel accident in complex stratum of Nanjing subway[C]//International Conference on Geotechnical Engineering for Disaster Mitigation & Rehabilitation. Singapore:World Scientific Publishing Company, 2005.
[11] 余占奎, 黄宏伟, 王如路, 等. 人工冻结技术在上海地铁施工中的应用[J]. 冰川冻土, 2005, 27(4):550-556. She Z K, Huang H W, Wang R L, et al. Application of artificial freezing method in Shanghai subway[J]. Journal of Glaciology and Geocryology,2005, 27(4):550-556.
[12] 周晓敏, 王梦恕, 陶龙光, 等. 北京地铁隧道水平冻结和暗挖施工模型试验与实测研究[J]. 岩土工程学报,2003, 25(6):677-679. Zhou X M, Wang M S, Tao L G, et al. Model test and prototype observation on artificial ground freezing and tunneling of Beijing subway[J].Chinese Journal of Geotechnical Engineering, 2003,25(6):677-679.
[13] Sang Sayles. Thermal and theoretical computations for artificially frozen ground construction[C]//Ground Freezing:Developments in Geotechnical Engineering. Amsterdam:Elsevier, 1979.
[14] Ma Q Y, Cai M F. Determining on the similar explosive of model experiment Conbustion[J].Explosion and Shock Waves,2003,39(5):133-136.
[15] 王许诺,杨平,彭玉龙.水泥土冻结温度及热物理参数试验研究 [J].武汉理工大学学报,2012,34(6):96-100. Wang X N, Yang P, PengX L. Test research to freezing point and the thermal physical parameters of freezing cement soil [J]. Journal of Wuhan University of Technology,2012,34(6):96-100.