Zhang Fang, Liu Wenfang, Han Zongfang, Zheng Shanlin, Wang Shupeng, Lin Yajun. The water absorption test of rock in the rainy and humid environment[J]. Journal of Mining Science and Technology, 2016, 1(3): 228-235.
Citation: Zhang Fang, Liu Wenfang, Han Zongfang, Zheng Shanlin, Wang Shupeng, Lin Yajun. The water absorption test of rock in the rainy and humid environment[J]. Journal of Mining Science and Technology, 2016, 1(3): 228-235.

The water absorption test of rock in the rainy and humid environment

  • Received Date: 2016-05-19
  • Publish Date: 2016-12-28
  • The water absorption characteristics of rocks are closely related to the temperature and humidity of environment.The rainfall type slopes with rock as the main material are always formed in a certain temperature and humidity environment.It is one-side to study the sliding disaster mechanism of rock water absorption solely.By using the intelligent testing system for vapor water absorption of soft rock and simulating rainfall temperature and humid environment to study the relationship between rock water absorption and three factors such as lithology,rain delay and temperature,it is concluded that the lithological composition is different and the hydraulic response characteristics of the rainfall type rock slope are also different.It indicates that in the rainfall's temperature and humidity(20℃,100%),dry conglomerate's water absorption is biggest,and sandstone is second while epidotic amphibolite is minimal.The conglomerate has strong rain infiltration capacity,and sandstone's curve slope is negative when the water absorption reaches peak.It shows that absorption rule changes from absorption to ponding.Epidotic amphibolite soon present “condensation” phenomenon,and its infiltration capacity is very weak.The research reveals that rock slope whose main component is conglomerate has strong ability of rain infiltration.During heavy rainfall,the effect of seepage and underground runoff is the main factor.It is necessary to consider the coupling effect of seepage and runoff.Rock slope whose main component is epidotic amphibolite has strong ability of drainage.During heavy rainfall,the effect of surface runoff and underground runoff is the main factor,so it is necessary to considers groundwater seepage force as the main factor.
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  • [1]
    周创兵,李典庆.暴雨诱发滑坡致灾机理与减灾方法研究进展[J].地球科学进展,2009,24(5):476-487.
    [2]
    Zhou Chuangbing,Li Dianqing.Advances of in rainfall-induced landslides mechanism and risk mitigation[J].Advances in Earth Science,2009,24(5):476-487.
    [3]
    Sugiyama T,Okada K,Muraish H,et al.Statistical rainfall risk estimating method for a deep collapse of a cut slope[J].Soils and Foundations,1995,35(4):37-48.
    [4]
    王俊,黄润秋,聂闻,等.基于无限边坡算法的降雨型滑坡预警系统的模型试验研究[J].岩土力学,2014,35(12):3503-3510.
    [5]
    Wang Jun,Huang Runqiu,Nie Wen,et al.Experimental study of early warning system model of landslide induced by rainfall based on infinite slope method[J].Rock and Soil Mechanics,2014,35(12):3503-3510.
    [6]
    钟荫乾.滑坡与降雨关系及其预报[J].中国地质灾害与防治学报,1998,9(4):81-86.
    [7]
    Zhong Yinqian.Landslide related to rainfall and its forecasting[J].The Chinese Journal of Geological Hazard and Control,1998,9(4):81-86.
    [8]
    高华喜,殷坤龙.降雨与滑坡灾害相关性分析及预警预报阀值之探讨[J].岩土力学,2007,28(5):1055-1060.
    [9]
    Gao Huaxi,Yin Kunlong.Discuss on the correlations between landslides and rainfall and threshold for landslide early-warning and prediction[J].Rock and Soil Mechanics,2007,28(5):1055-1060.
    [10]
    王宇,李晓,张搏,等.降雨作用下滑坡渐进破坏动态演化研究[J].水利学报,2013,44(4):416-425.
    [11]
    Wang Yu,Li Xiao,Zhang Bo,et al.Dynamic progressive failure evolution research on landslide under precipitation[J].Journal of Hydraulic Engineering,2013,44(4):416-425.
    [12]
    刘礼领,殷坤龙.暴雨型滑坡降水入渗机制分析[J].岩土力学,2008,29(4):1061-1066.
    [13]
    Liu Liling,Yin Kunlong.Analysis of rainfall in filtration mechanism of rainstorm landslide[J].Rock and Soil Mechanics,2008,29(4):1061- 1066.
    [14]
    Iverson R M.Landslide triggering by rain infiltration[J].Water Resources Research,2000,36(7):1897-1910.
    [15]
    Ng C W W,Wang B,Tung Y K.Three-dimensional numerical investigations of groundwater responses in an unsaturated slope subjected to various rainfall patterns[J].Canadian Geotechnical Journal,2001,38(5):1049-1062.
    [16]
    Rahardjo H,Li X W,Toll D G,et al.The effect of antecedent rainfall on slope stability[J].Geotechnical and Geological Engineering,2001,19(3):371-399.
    [17]
    Tsaparas I,Rahardjo H,Toll D G,et al.Controlling parameters for rainfall-induced landslides[J].Computers Geotechnics,2002,29(1):1-27.
    [18]
    谢和平.岩石、混凝土损伤力学[M].徐州:中国矿业大学出版社,1990.
    [19]
    沈照理,王焰新,郭华明.水-岩相互作用研究的机遇与挑战[J].地球科学,2012,37(2):207-219.
    [20]
    Shen Zhaoli,Wang Yanxin,Guo Huaming.Opportunities and challenges of water-rock interaction studies[J].Earth Science,2012,37(2):207-219.
    [21]
    Colback P S B,Wiid B L.Influence of moisture content on the compressive strength of rock[C]// Proceedings of the 3rd Canadian Symposium on Rock Mechanics.Toronto:University of Toronto,1965:65-83.
    [22]
    Hadizadeh J,Law R D.Water-weakening of sandstone and quartzite deformed at various stress and strain rates[J].International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1991,28(5):431-439.
    [23]
    徐则民,黄润秋,范柱国.滑坡灾害孕育-激发过程中的水-岩相互作用[J].自然灾害学报,2005,14(1):1-9.
    [24]
    Xu Zemin,Huang Runqiu,Fan Zhuguo.Water-rock interaction in process of landslide preparing and triggering[J].Journal of Natural Disasters,2005,14(1):1-9.
    [25]
    朱合华,周治国,邓涛.饱水对致密岩石声学参数影响的试验研究[J].岩石力学与工程学报,2005,24(5):823-828.
    [26]
    Zhu Hehua,Zhou Zhiguo,Deng Tao.Acoustic parameters of low-porosity rock under dry and saturated conditions[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(5):823-828.
    [27]
    白国良,梁冰,李树志.采动影响下等效连续介质水岩耦合数学模型及应用[J].煤炭学报,2009,34(4):461-465.
    [28]
    Bai Guoliang,Liang Bing,Li Shuzhi.An equivalent porous media water-rock coupling model impacted by coal mining and its application[J].Journal of China Coal Society,2009,34(4):461-465.
    [29]
    何满潮,周莉,李德建,等.深井泥岩吸水特性试验研究[J].岩石力学与工程学报,2008,27(6):1113-1120.
    [30]
    He Manchao,Zhou Li,Li Dejian,et al.Experimental research on hydrophilic characteristics of mudstone in deep well[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1113-1120.
    [31]
    周翠英,谭祥韶,邓毅梅,等.特殊软岩软化的微观机制研究[J].岩石力学与工程学报,2005,24(3):394-400.
    [32]
    Zhou Cuiying,Tan Xiangshao,Deng Yimei,et al.Research on softening micro-mechanism of special soft rocks[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(3):394-400.
    [33]
    朱合华,叶斌.饱水状态下隧道围岩蠕变力学性质的试验研究[J].岩石力学与工程学报,2002,21(12):1791-1 796.
    [34]
    Zhu Hehua,Ye Bin.Experimental study on mechanical properties of rock creep in saturation[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(12):1791–1796.
    [35]
    Den Brok S W J,Spiers C J.Experimental evidence for water weakening of quartzite by micro cracking plus solution-precipitation creep[J].Journal of the Geological Society,1991,148(3):541–548.
    [36]
    何满潮.南芬露天铁矿水理实验报告[R].北京:深部岩土力学与地下工程国家重点实验室,2012:3-4. 
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