[1] |
THARP T M. Conditions for crack propagation by frost wedging[J]. Geological Society of America Bulletin,1987,99(1):94–102.
|
[2] |
MATSUOKA N,MURTON J B. Frost weathering:recent advances and future directions[J]. Permafrost and Periglacial Processes,2008,19:195–210.
|
[6] |
杨更社. 冻结岩石力学的研究现状与展望分析[J]. 力学与实践,2009,31(6):9–16.(YANG Gengshe. A Review on Frozen Rock Mechanics[J]. Mechanics in Engineering,2009,31(6):9–16.(in Chinese))
|
[26] |
HALLET B. Why do freezing rocks break?[J]. Science,2006,314(5802):1 092–1 093.
|
[5] |
SASS O. Rock moisture fluctuations during freeze-thaw cycles:preliminary results from electrical resistivity measurements[J]. Polar Geography,2004,28(1):13–31.
|
[7] |
杨更社,申艳军,贾海梁,等. 冻融环境下岩体损伤力学特性多尺度研究及进展[J]. 岩石力学与工程学报,2018,37(3):545–563. (YANG Gengshe,SHEN Yanjun,JIA Hailiang,et al. Research progress and tendency in characteristics of multi-scale damage mechanics of rock under freezing-thawing[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(3):545–563.(in Chinese))
|
[10] |
WANG P,ZHOU G. Frost-heaving pressure in geotechnical engineering materials during frost process[J]. International Journal of Mining Science and Technology,2018:287–296.
|
[12] |
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.(LV 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))
|
[15] |
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 on freezing-thawing damage of fractured rock[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(3):452–471.(in Chinese))
|
[3] |
KRAUTBLATTER M,FUNK D,GüNZEL F K. Why permafrost rocks become unstable:a rock-ice-mechanical model in time and space[J]. Earth Surface Processes and Landforms,2013,38:876–887.
|
[13] |
HANG L A,DL A,CZ B,et al. Deterioration of non-persistent rock joints:A focus on impact of freeze-thaw cycles[J]. International Journal of Rock Mechanics and Mining Sciences,2020:135.
|
[20] |
JIA H,LEITH K,KRAUTBLATTER M. Path-dependent frost-wedging experiments in fractured,low-permeability granite[J]. Permafrost and Periglacial Processes,2017,28(4):698–709.
|
[22] |
VLAHOU I,WORSTER M G. Freeze fracturing of elastic porous media:a mathematical model[J]. Proceedings of the Royal Society A:Mathematical,Physical and Engineering Sciences,2015,471(2175):20140741.
|
[23] |
GRAWE O R. Ice as an agent of rock weathering:a discussion[J]. The Journal of Geology,1936,44(2):173–182.
|
[25] |
LV Z,XIA C,WANG Y,et al. Frost heave and freezing processes of saturated rock with an open crack under different freezing conditions[J]. Frontiers of Structural and Civil Engineering,2020,14(4):947–960.
|
[8] |
乔 趁,李长洪,王 宇,等. 冻融循环作用下中部锁固岩桥破坏试验研究[J]. 岩石力学与工程学报,2020,39(6):1 094– 1 103.(QIAO Chen,LI Changhong,WANG Yu,et al. Experimental study on failure of central rock bridge under freeze-thaw cycle[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(6):1 094–1 103.(in Chinese))
|
[9] |
贾海梁,项 伟,申艳军,等. 冻融循环作用下岩石疲劳损伤计算中关键问题的讨论[J]. 岩石力学与工程学报,2017,36(2):335–346.(JIA Hailiang,XIANG Wei,SHEN Yanjun,et al. Discussion of the key issues within calculation of the fatigue damage of rocks subjected to freeze-thaw cycles[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(2):335–346.(in Chinese))
|
[11] |
刘泉声,黄诗冰,康永水,等. 裂隙冻胀压力及对岩体造成的劣化机制初步研究[J]. 岩土力学,2016,37(6):1 530–1 542.(LIU Quansheng,HUANG Shibing,KANG Yongshui,et al. Preliminary study of frost heave pressure and its influence on crack and deterioration mechanisms of rock mass[J]. Rock and Soil Mechanics,2016,37(6):1 530–1 542.(in Chinese))
|
[16] |
刘乃飞,李 宁,宋战平,等. 低温裂隙岩体的各向异性传热模型[J]. 岩石力学与工程学报,2019,38(增1):2 625–2 635.(LIU Naifei,LI Ning,SONG Zhanping,et al. The anisotropic heat-transfer model of fractured rock mass in cold regions[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(Supp.1):2 625–2 635.(in Chinese))
|
[18] |
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))
|
[19] |
夏才初,王岳嵩,吕志涛,等. 单向冻结条件下裂隙岩体冻胀特性试验[J]. 同济大学学报:自然科学版,2019,47(9):1 268–1 276. (XIA Caichu,WANG Yuesong,LV Zhitao,et al. Experimental study on frost heaving characteristics of fractured rock mass under unidirectional freezing condition[J]. Journal of Tongji University:Natural Science,2019,47(9):1 268–1 276.(in Chinese))
|
[17] |
JIA H,DING S,WANG Y,et al. An NMR-based investigation of pore water freezing process in sandstone[J]. Cold Regions Science and Technology,2019,168:102893.
|
[4] |
申艳军,杨更社,王 铭,等. 冻融–周期荷载下单裂隙类砂岩损伤及断裂演化试验分析[J]. 岩石力学与工程学报,2018,37(3):709–717.(SHEN Yanjun,YANG Gengshe,WANG Ming,et al. Experiments on the damage characteristics and fracture process of single-joint quasi-sandstone under the cyclic freezing-thawing and cyclic loading[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(3):709–717.(in Chinese))
|
[14] |
单仁亮,白 瑶,孙鹏飞,等. 裂隙红砂岩冻胀力特性试验研究[J]. 煤炭学报,2019,44(6):1 742–1 752.(SHAN Renliang,BAI Yao,SUN Pengfei,et al. Experimental study on frost heaving pressure properties in fractured red sandstone[J]. Journal of China Coal Society,2019,44(6):1 742–1 752.(in Chinese))
|
[21] |
JIA H,ZI F,YANG G,et al. Influence of pore water (ice) content on the strength and deformability of frozen argillaceous siltstone[J]. Rock Mechanics and Rock Engineering,2020,53(2):967–974.
|
[24] |
贾海梁. 多孔岩石及裂隙岩体冻融损伤机制的理论模型和试验研究[博士学位论文][D]. 武汉:中国地质大学,2016.(JIA Hailiang. Theoretical damage models of porous rocks and hard jointed rocks subjected to frost action and further experimental verifications[Ph. D. Thesis][D]. Wuhan:China University of Geosciences,2016.(in Chinese))
|
[28] |
陈卫忠,谭贤君,于洪丹,等. 低温及冻融环境下岩体热、水、力特性研究进展与思考[J]. 岩石力学与工程学报,2011,30(7):1 318–1 336. (CHEN Weizhong,TAN Xianjun,YU Hongdan,et al. Advance and review on thermo-hydro-mechanical characteristics of rock mass under condition of low temperature and freeze-thaw cycles[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(7):1 318–1 336. (in Chinese))
|
[29] |
鲁祖德. 裂隙岩石水‐岩作用力学特性试验研究与理论分析[博士学位论文][D]. 武汉:中国科学院研究生院武汉岩土力学研究所,2010.(LU Zude. Experimental and Theoretical analysis on mechanical properties of fractured rock under water-rock interaction[Ph. D. Thesis][D]. Wuhan: Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2010.(in Chinese))
|
[31] |
DEPREZ M,DE KOCK T,DE SCHUTTER G,et al. The role of ink-bottle pores in freeze-thaw damage of oolithic limestone[J]. Construction and Building Materials,2020,246:118515.
|
[27] |
MATSUOKA N. Mechanisms of rock breakdown by frost action:An experimental approach[J]. Cold Regions Science and Technology,1990,17(3):253–270.
|
[32] |
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))
|
[30] |
刘艳章,郭赟林,黄诗冰,等. 冻融作用下裂隙类砂岩断裂特征与强度损失研究[J]. 岩土力学,2018,39(增2):62–71.(LIU Yanzhang,GUO Yunlin,HUANG Shibing,et al. Study of fracture characteristics and strength loss of crack quasi-sandstone under freeze-thaw cycles[J]. Rock and Soil Mechanics,2018,39(Supp.2):62–71.(in Chinese))
|