[1] 刘泉声,康永水,黄 兴,等. 裂隙岩体冻融损伤关键问题及研究状况[J]. 岩土力学,2012,33(4):971–978.(LIU Quansheng,KANG Yongshui,HUANG Xing,et al. Critical problems of freeze-thaw damage in fractured rock and their research status[J]. Rock and Soil Mechanics,2012,33(4):971–978.(in Chinese))
[2] 刘泉声,黄诗冰,康永水,等. 裂隙岩体冻融损伤研究进展与思考[J]. 岩石力学与工程学报,2015,34(3):452–471.(LIU Quansheng,HUANG Shibing,KANG Yongshui,et al. Advance and review freezing-thawing damage of fractured rock[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(3):452–471.(in Chinese))
[3] 刘泉声,黄诗冰,康永水,等. 低温冻结岩体单裂隙冻胀力与数值计算研究[J]. 岩土工程学报,2015,37(9):1 572–1 580.(LIU Quansheng,HUANG Shibing,KANG Yongshui,et al. Numerical and theoretical studies on frost heaving pressure in a single fracture of frozen rock mass under low temperature[J]. Chinese Journal of Geotechnical Engineering,2015,37(9):1 572–1 580.(in Chinese))
[4] 刘泉声,康永水,刘小燕. 冻结岩体单裂隙应力场分析及热–力耦合模拟[J]. 岩石力学与工程学报,2011,30(2):217–223.(LIU Quansheng,KANG Yongshui,LIU Xiaoyan. Analysys of stress field and coupled thermo-mechanical simulation of single-fracture freezed rock masses[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(2):217–223.(in Chinese))
[5] 张玉军,杨朝帅,徐 刚. 压力溶解对颗粒聚集岩体中热–水–应力耦合影响的数值模拟[J]. 岩土力学,2014,35(5):1 461–1 469. (ZHANG Yujun,YANG Chaoshuai,XU Gang. Numerical simulation for influences of pressure solution on shermo-hydro-mechanical coupling in granule aggregate rock[J]. Rock and Soil Mechanics,2014,35(5):1 461–1 469.(in Chinese))
[6] 孙立强,任宇晓,闫澍旺,等. 人工冻土冻结过程中热–力耦合的数值模拟方法研究[J]. 岩土工程学报,2015,37(增2):137–142. (SUN Liqiang,REN Yuxiao,YAN Shuwang,et al. Numerical simulation method for thermal-stress coupling in artificial freezing process[J]. Chinese Journal of Geotechnical Engineering,2015,37(Supp.2):137–142.(in Chinese))
[7] 薛娈鸾. 裂隙岩体渗流–传热耦合的复合单元模型[J]. 岩土力学,2016,37(1):263–268.(XUE Luanluan. A composite element model for coupled seepage-heat transfer of fractured rock mass[J]. Rock and Soil Mechanics,2016,37(1):263–268.(in Chinese))
[8] 白青波,李 旭,田亚护,等. 冻土水热耦合方程及数值模拟研究[J]. 岩土工程学报,2015,37(增2):131–136.(BAI Qingbo,LI Xu,TIAN Yahu,et al. Equations and numerical simulation for coupled water and heat transfer in frozen soil[J]. Chinese Journal of Geotechnical Engineering,2015,37(Supp. 2):131–136.(in Chinese))
[9] 申艳军,杨更社,荣腾龙,等. 低温环境下含表面裂隙硬岩温度场及冻胀演化过程分析[J]. 岩土力学,2016,37(增1):521–529.(SHEN Yanjun,YANG Gengshe,RONG Tenglong,et al. Analysis of evolution of temperature field and frost heaving in hard rock with surface cracks under low temperature environment[J]. Rock and Soil Mechanics,2016,37(Supp. 1):521–529.(in Chinese))
[10] 徐 彬,闫 娜,李 宁,等. 温降对液化石油气储库围岩裂隙开裂影响的数值分析[J]. 岩石力学与工程学报,2011,30(4):718–726.(XU Bin,YAN Na,LI Ning,et al. Numerical analysis of effect of temperature decreasing on crack of chilled LPG unlined storage cavern[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(4):718–726.(in Chinese))
[11] 何 敏,李 宁,刘乃飞. 饱和冻土水热力耦合模型解析及验证[J]. 岩土工程学报,2012,34(10):1 858–1 865.(HE Min,LI Ning,LUI Naifei. Analysis and Validation of Coupled Heat-Moisture- Deformation Model for Saturated Frozen Soils[J]. Chinese Journal of Geotechnical Engineering,2012,34(10):1 858–1 865.(in Chinese))
[12] 何 敏,李 宁,高焕焕,等. 带相变瞬态温度场问题的扩展有限元解析[J]. 冰川冻土,2016,38(4):1 044–1 051.(HE Min,LI Ning,GAO Huanhuan,et al. Extended finite element method analysis for the transient temperature filed with phase change[J]. Journal of Glaciology and Geocryology,2016,38(4):1 044–1 051.(in Chinese))
[13] 康永水. 裂隙岩体冻融损伤力学特性及多场耦合过程研究[博士学位论文][D]. 武汉:中国科学院武汉岩土力学研究所,2012.(KANG Yongshui. Study on mechanical characteristics of damage due to freeze-thraw action in fractured rock mass and multi-field coupling in freezing rock[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2012.(in Chinese))
[14] 李国锋. 冻融循环作用下某露天矿边坡稳定性研究[硕士学位论文][D]. 西安:西安理工大学,2016.(LI Guofeng. Research on slope stability of open-pit coal mine under Freezing-thawing cycles[M. S. Thesis][D]. Xi¢an:Shaanxi:Xi¢an University of Technology,2016.(in Chinese))
[15] 周家作,谭 龙,韦昌富,等. 土的冻结温度与过冷温度试验研究[J]. 岩土力学,2015,36(3):777–785.(ZHOU Jiazuo,TAN Long,WEI Changfu,et al. Experimental research on freezing temperature and super-cooling temperature of soil[J]. Rock and Soil Mechanics,2015,36(3):777–785.(in Chinese))
[16] 徐光苗. 寒区岩体低温、冻融损伤力学特性及多场耦合研究[博士学位论文][D]. 武汉:中国科学院武汉岩土力学研究所,2006. (XU Guangmiao. Study on mechanical charateristics of rock at low temperature,damage due to freezing and thawing and mutiphysical coupling problems of rock in cold regions[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2006.(in Chinese))
[17] 邓边员. 冻融条件下木里露天矿边坡稳定性分析研究[硕士学位论文][D]. 西安:西安理工大学,2015.(DENG Bianyuan. Research of stability for the Muli slope of open-pit coal mine on freezing-thawing cycles[M. S. Thesis][D]. Xi¢an:Xi¢an University of Technology,2015.(in Chinese))
[18] 葛 琪. 基于冻融界面强度损伤的季冻区土质边坡稳定性研究[博士学位论文][D]. 长春:吉林大学,2010.(GE Qi. Research on the soil slope stability in seasonal frozen areas based on strength deterioration of the freeze-thaw surface[Ph. D. Thesis][D]. Changchun:Jilin University,2010.(in Chinese))
[19] 张慧梅,杨更社. 水分及冻融循环对红砂岩物理力学特性的影响[J]. 实验力学,2013,28(5):635–641.(ZHANG Huimei,YANG Gengshe. On the influence of moisture and freeze-thaw cycle on physical and mechanical properties of red sandstone[J]. Journal of Experimental Mechanics,2013,28(5):635–641.(in Chinese))
[20] 方 云,乔 梁,陈 星,等. 云冈石窟砂岩循环冻融试验研究[J]. 岩土力学,2014,35(9):2 433–2 442.(FANG Yun,QIAO Liang,CHEN Xing,et al. Experimental study of freezing-thawing cycles on sandstone in yungang grottos[J]. Rock and Soil Mechanics,2014,35(9):2 433–2 442.(in Chinese))