[1] |
谭 超. 地下水对滑坡的力学作用研究[硕士学位论文][D].成都:成都理工大学,2009.(TANChao.Study on groundwater to the mechanical function of landslide[M. S. Thesis][D].Chengdu:ChengduUniversity of Technology,2009.(in Chinese))
|
[2] |
胡荣金,刘振.考虑降雨入渗的某矿区滑坡数值模拟分析[J].南昌工程学院学报,2011,30(3):72-75.(HU Jinrong,LIU Zhen. Numerical simulation of landslide subjected to rainfall infiltration in a mine[J].Journal of Nanchang Institute of Technology,2011,30(3):72-75.(in Chinese))
|
[3] |
李德心,何思明,李军歌,等. 降雨作用下山区边坡稳定性分析[J].中国地质灾害与防治学报,2011,22(1):7-10.(LI Dexin,HE Siming,LI Junge,et al. Effect of rainfall on slope stability in mountainous area[J].The Chinese Journal of Geological Hazard and Control,2011,22(1):7-10.(in Chinese))
|
[4] |
李宏伟. 降雨入渗条件下土质边坡非饱和渗流二维数值分析[J].水资源与水工程学报,2010,21(6):133-136.(LI Hongwei. Two-dimensional numerical simulation of unsaturated slope seepage under precipitation[J]. Journal of Water ResourcesandWater Engineering,2010,21(6):133-136.(in Chinese))
|
[5] |
郑束宁,李焕强,陈侃福,等.浙江省山区公路边坡破坏原因及防治对策[J].资源环境与工程,2009,23(增):93-96.(ZHENG Shuning,LI Huanqiang,CHEN Kanfu,et al.The causes and preventive treatmentsof the destruction forhighway slope in mountainous areasof Zhejiangprovince[J]. Resources Environment and Engineering,2009,23(Supp.):93-96. (in Chinese))
|
[6] |
李援农,刘书榜.土壤入渗气液两相流的变化过程[J].西北农林科技大学学报:自然科学版,2002,30(6):178-180.(LI Yuannong,LIU Shubang. Changes of two soil phases in the process of infiltration[J]. Journal of Northwest Sci-Tech University of Agriculture and Forestry:Natural Science,2002,30(6):178-180.(in Chinese))
|
[7] |
WANG Z,FEYEN J,GENUCHTEN M T,et al. Air entrapment effects on infiltration rate and flow instability[J]. Water Resources Research,1998,34(2):213-222.
|
[8] |
VACHAUDGM,VAUCLIN M,KHANJI D,et al.Effects of air pressure on water flow in an unsaturated stratified vertical column of sand[J]. Water Resources Research,1973,9(1):160-173.
|
[9] |
陈云敏,谢焰,詹良通. 城市生活垃圾填埋场固液气耦合一维固结模型[J]. 岩土工程学报,2006,28(2):184-190.(CHEN Yunmin,XIE Yan,ZHAN Liangtong.One-dimensional consolidation model for landfills considering solid-liquid-gas interaction[J].Chinese Journal of Geotechnical Engineering,2006,28(2):184-190.(in Chinese))
|
[10] |
展长虹,焦文玲,廉乐明,等. 利用含水层建造地下储气库[J]. 天燃气工程,2001,21(4):88-91.(ZHANChanghong,JIAOWenling,LIANLeming,et al. The construction of underground gas storage in aquifers[J]. Natural Gas Industry,2001,21(4):88-91.(in Chinese))
|
[11] |
王丽娟. 含水层储气库建库机制的数值模拟研究[硕士学位论文][D].北京:中国石油勘探开发研究院,2005.(WANG Lijuan. The numerical simulation of the mechanism for underground gas storage building[M. S. Thesis][D]. Beijing:Research Institute of Petroleum Exploration and Development,2005.(in Chinese))
|
[12] |
张英,姜斌,黄国强,等. 地下水曝气过程中气体流型的实验研究[J]. 化工进展,2003,22(增):246-257.(ZHANG Ying,JIANG Bin,HUANG Guoqiang,etal.Experimentalstudy of flow patterns investigation during air sparging[J].Chemical Industry and Engineering Progress,2003,22(Supp.):246-257.(in Chinese))
|
[13] |
张炳印,朱京义,王昆泰. 非饱和土水气两相流有限元数值模拟[J]. 岩土工程学报,2002,24(6):701-705.(ZHANG Bingyin,ZHU Jingyi,WANG Kuntai. Finite element modeling of two-phase seepage in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering,2002,24(6):701-705.(in Chinese))
|
[14] |
COLLINS RE.流体通过多孔材料的流动[M].陈钟祥译. 北京:石油工业出版社,1984:63-65.(COLLINSR E. Flow of fluids through porous materials[M].Translated by CHEN Zhongxiang. Beijing:Petroleum Industry Press,1984:63-65.(in Chinese))
|
[15] |
姚海林.关于基质吸力及几个相关问题的一些思考[J]. 岩土力学,2005,26(1):67-70.(YAOHailin. Some considerations about the concept of matric suction and questions related to matric suction[J].Rock and Soil Mechanics,2005,26(1):67-70.(in Chinese))
|
[16] |
RICHARDS L A. Capillary conduction of liquids through porous mediums[J]. Journal of Applied Physics,1931,1(5):318-333.
|
[17] |
许迪,MERMOUD A. 从土壤持水数据估算导水率方法的比较分析[J].水土保持学报,2001,15(5):126-129.(XU Di,MERMOUD A. Comparison of models for predicting hydraulic conductivity functions from soil retention data[J]. Journal of Soil and Water Conservation,2001,15(5):126-129.(in Chinese))
|
[18] |
CAMBELL G S. A simple method for determining unsaturated conductivity from moisture retention data[J]. Soil Science,1974,117(6):311-314.
|
[19] |
叶为民,钱丽鑫,白云,等. 由土-水特征曲线预测上海非饱和软土渗透系数[J].岩土工程学报,2005,27(11):1262-1265.(YE Weimin,QIAN Lixin,BAI Yun,etal.Predicting coefficient of permeability from soil-water characteristic curve for Shanghai soft soil[J]. Chinese Journal of Geotechnical Engineering,2005,27(11):1262-1265.(in Chinese))
|
[20] |
尚岳全,孙红月,侯立国,等. 管网渗流系统对含碎石黏性土边坡的稳定作用[J].岩石力学与工程学报,2005,24(8):1371-1375. (SHANG Yuequan,SUN Hongyue,HOU Liguo,etal.study on the stability of pebbly clay slope with pipe drainage system[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(8):1371-1375.(in Chinese))
|
[21] |
孙红月,尚岳全. 浙江上三公路6#滑坡的地下水作用与控制[J].岩石力学与工程学报,2006,25(3):505-510.(SUN Hongyue,SHANG Yuequan.Ground water effect on landslide and its control along Shangyu-Sanmen highway in Zhejiang province[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(3):505-510.(in Chinese))
|
[22] |
王初生. 气体在饱和黏性土中渗透行为的模拟试验及其工程应用[R].上海:同济大学,2006.(WANG Chusheng. The research on the permeating behavior of gas flow in saturated clayand its applying[R]. Shanghai:Tongji University,2006.(in Chinese))
|
[23] |
孙大松,刘鹏,夏小和,等. 非饱和土的渗透系数[J]. 水利学报,2004,35(3):71-75.(SUN Dasong,LIU Peng,XIA Xiaohe,et al. Permeability coefficient of unsaturated soils[J]. Journal of Hydraulic Engineering,2004,35(3):71-75.(in Chinese))
|