| [2] |
STINA H D，TILSTON E L，SPARRMAN T，et al. Contributions of matric and osmotic potentials to the unfrozen water content of frozen soils[J]. Geoderma，2008，148(3)：392–398.
|
| [3] |
PRICK A. Dilatometrical behaviour of porous calcareous rock samples subjected to freeze-thaw cycles[J]. Catena，1995，25(1)：7–20.
|
| [5] |
LYU Z，XIA C，LIU W. Analytical solution of frost heaving force and stress distribution in cold region tunnels under non-axisymmetric stress and transversely isotropic frost heave of surrounding rock[J]. Cold Regions Science and Technology，2020，178：103117.
|
| [7] |
LAI J X，QIU J L，FAN H B，et al. Freeze-proof method and test verification of a cold region tunnel employing electric heat tracing[J]. Tunnelling and Underground Space Technology，2016，60：56–65.
|
| [8] |
程 桦，陈汉青，曹广勇，等. 多孔岩石冻融水分迁移损伤机制及试验验证[J]. 岩石力学与工程学报，2020，39(9)：1 739–1 749. (CHENG Hua，CHEN Hanqing，CAO Guangyong，et al. Damage mechanism of porous rock caused by moisture migration during freeze-thaw process and experimental verification[J]. Chinese Journal of Rock Mechanics and Engineering，2020，39(9)：1 739–1 749.(in Chinese))
|
| [10] |
张慧梅，谢祥妙，彭 川，等. 三向应力状态下冻融岩石损伤本构模型[J]. 岩土工程学报，2017，39(8)：1 444–1 452.(ZHANG Huimei，XIE Xiangmiao，PENG Chuan，et al. Constitutive model for damage of freeze-thaw rock under three-dimensional stress[J]. Chinese Journal of Geotechnical Engineering，2017，39(8)：1 444–1 452.(in Chinese))
|
| [11] |
路亚妮，李新平，吴兴宏. 三轴压缩条件下冻融单裂隙岩样裂纹贯通机制[J]. 岩土力学，2014，35(6)：1 579–1 584.(LU Yani，LI Xinping，WU Xinghong. Fracture coalescence mechanism of single flaw rock specimen due to freeze-thaw under triaxial compression[J]. Rock and Soil Mechanics，2014，35(6)：1 579–1 584.(in Chinese))
|
| [13] |
KHANLARI G，SAHAMIEH R Z，ABDILOR Y. The effect of freeze-thaw cycles on physical and mechanical properties of Upper Red Formation sandstones，central part of Iran[J]. Arabian Journal of Geoences，2015，8(8)：5 991–6 001.
|
| [15] |
刘泉声，康永水，刘 滨，等. 裂隙岩体水–冰相变及低温温度场–渗流场–应力场耦合研究[J]. 岩石力学与工程学报，2011，30(11)：2 181–2 188.(LIU Quansheng，KANG Yongshui，LIU Bin，et al. Water-ice phase transition and thermo-hydro-mechanical coupling at low temperature in fractured rock[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(11)：2 181–2 188.(in Chinese))
|
| [16] |
LIU J，WANG T，TIAN Y. Experimental study of the dynamic properties of cement- and lime-modified clay soils subjected to freeze-thaw cycles[J]. Cold Regions Science and Technology，2010，61(1)：29–33.
|
| [27] |
WINKLER E M. Frost damage to stone and concrete: geological considerations[J]. Engineering Geology，1968，2(5)：315–323.
|
| [1] |
ALEKSYUTINA D M，MOTENKO R G. The effect of soil salinity and the organic matter content on the thermal properties and unfrozen water content of frozen soils at the west coast of Baydarata Bay[J]. Moscow University Geology Bulletin，2016，71(3)：275–279.
|
| [4] |
YAVUZ H，ALTINDAG R，SARAC S，et al. Estimating the index properties of deteriorated carbonate rocks due to freeze–thaw and thermal shock weathering[J]. International Journal of Rock Mechanics and Mining Sciences，2006，43(5)：767–775.
|
| [6] |
LIU H，YUAN X，XIE T. A damage model for frost heaving pressure in circular rock tunnel under freezing-thawing cycles[J]. Tunnelling and Underground Space Technology，2019，83：401–408.
|
| [9] |
陈国庆，简大华，陈宇航，等. 不同含水率冻融后红砂岩剪切蠕变特性[J]. 岩土工程学报，2021，43(4)：661–669.(CHEN Guoqing，JIAN Dahua，CHEN Yuhang，et al. Shear creep characteristics of red sandstone after freeze-thaw with different water content[J]. Chinese Journal of Geotechnical Engineering，2021，43(4)：661–669.(in Chinese))
|
| [12] |
刘 慧，蔺江昊，杨更社，等. 冻融循环作用下砂岩受拉损伤特性的声发射试验[J]. 采矿与安全工程学报，2021，38(4)：830–839. (LIU Hui，LIN Jianghao，YANG Gengshe，et al. Acoustic emission test on tensile damage characteristics of sandstone under freeze-thaw cycle[J]. Journal of Mining and Safety Engineering，2021，38(4)：830–839.(in Chinese))
|
| [14] |
李新平，路亚妮，王仰君. 冻融荷载耦合作用下单裂隙岩体损伤模型研究[J]. 岩石力学与工程学报，2013，32(11)：2 307–2 315.(LI Xinping，LU Yani，WANG Yangjun. Research on damage model of single jointed rock masses under coupling action of freeze-thaw and loading[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(11)：2 307–2 315.(in Chinese))
|
| [17] |
WANG P，XU J，LIU S，et al. Static and dynamic mechanical properties of sedimentary rock after freeze-thaw or thermal shock weathering[J]. Engineering Geology，2016，210：148–157.
|
| [19] |
徐光苗，刘泉声. 岩石冻融破坏机理分析及冻融力学试验研究[J]. 岩石力学与工程学报，2005，24(17)：3 076–3 082.(XU Guangmiao，LIU Quansheng. Analysis of mechanism of rock failure due to freeze-thaw cycling and mechanical testing study on frozen-thawed rocks[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(17)：3 076–3 082.(in Chinese))
|
| [20] |
李 平，唐旭海，刘泉声，等. 双裂隙类砂岩冻胀断裂特征与强度损失研究[J]. 岩石力学与工程学报，2020，39(1)：115–125.(LI Ping，TANG Xuhai，LIU Quansheng，et al. Experimental study on fracture characteristics and strength loss of intermittent fractured quasi-sandstone under freezing and thawing[J]. Chinese Journal of Rock Mechanics and Engineering，2020，39(1)：115–125.(in Chinese))
|
| [22] |
荣腾龙，申艳军，杨更社，等. 冻融过程中岩石内部热传导弛豫特性研究[J]. 采矿与安全工程学报，2019，36(1)：207–214.(RONG Tenglong，SHEN Yanjun，YANG Gengshe，et al. Study on heat conduction relaxation in rock during the freeze-thaw process[J]. Journal of Mining and Safety Engineering，2019，36(1)：207–214.(in Chinese))
|
| [18] |
ZHOU B，KEPING，DENG C，et al. Dynamic mechanical property deterioration model of sandstone caused by freeze-thaw weathering[J]. Rock Mechanics and Rock Engineering，2018，51(9)：2 791–2 804.
|
| [21] |
申艳军，杨更社，王 铭，等. 冻融循环过程中岩石热传导规律试验及理论分析[J]. 岩石力学与工程学报，2016，35(12)：2 417–2 425. (SHEN Yanjun，YANG Gengshe，WANG Ming，et al. Experimental and theoretical study on thermal conductivity of rock under cyclic freezing and thawing[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(12)：2 417–2 425.(in Chinese))
|
| [23] |
康永水，刘泉声，赵 军，等. 岩石冻胀变形特征及寒区隧道冻胀变形模拟[J]. 岩石力学与工程学报，2012，31(12)：2 518–2 526. (KANG Yongshui，LIU Quansheng，ZHAO Jun，et al. Research on frost deformation characteristics of rock and simulation of tunnel frost deformation in cold region[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(12)：2 518–2 526.(in Chinese))
|
| [24] |
夏才初，李 强，吕志涛，等. 各向均匀与单向冻结条件下饱和岩石冻胀变形特性对比试验研究[J]. 岩石力学与工程学报，2018，37(2)：274–281.(XIA Caichu，LI Qiang，LYU Zhitao，et al. Comparative experimental study on frost deformation characteristics of saturated rock under uniform freezing and uni-directional freezing conditions[J]. Chinese Journal of Rock Mechanics and Engineering，2018，37(2)：274–281.(in Chinese))
|
| [26] |
刘泉声，黄诗冰，康永水，等. 低温饱和岩石未冻水含量与冻胀变形模型研究[J]. 岩石力学与工程学报，2016，35(10)：2 000–2 012. (LIU Quansheng，HUANG Shibing，KANG Yongshui，et al. Study of unfrozen water content and frost heave model for saturated rock under low temperature[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(10)：2 000–2 012.(in Chinese))
|
| [28] |
申艳军，杨更社，荣腾龙，等. 冻融循环作用下单裂隙类砂岩局部化损伤效应及端部断裂特性分析[J]. 岩石力学与工程学报，2017，36(3)：562–570.(SHEN Yanjun，YANG Gengshe，RONG Tenglong，et al. Localized damage effects of quasi-sandstone with single fracture and fracture behaviors of joint end under cyclic freezing and thawing[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(3)：562–570.(in Chinese))
|
| [29] |
吕志涛，夏才初，李 强，等. 单向冻结时开放条件下饱和砂岩冻胀试验及THM耦合冻胀模型[J]. 岩土工程学报，2019，41(8)：1 435–1 444.(Lü Zhitao，XIA Caichu，LI Qiang，et al. Frost heave experiments on saturated sandstone under unidirectional freezing conditions in an open system and coupled THM frost heave model[J]. Chinese Journal of Geotechnical Engineering，2019，41(8)：1 435– 1 444.(in Chinese))
|
| [25] |
ZHU T，CHEN J，HUANG D，et al. A DEM-based approach for modeling the damage of rock under freeze-thaw cycles[J]. Rock Mechanics and Rock Engineering，2021，54：2 843–2 858.
|
2023, Vol. 42 
