[1] 王景明.地裂缝及其灾害的理论与应用[M].西安:陕西科学技术出版社,2000.
[2]王启耀,蒋臻蔚,彭建兵.全新活动断裂和地裂缝对公路工程的影响及对策[J].公路,2006(2):104-108.
WANG Qi-yao,JIANG Zhen-wei,PENG Jian-bing.Influence of recently active fault and ground rupture on highway engineering and prevention and cure measures[J].Highway,2006(2):104-108.
[3]孙 萍.黄土破裂特性试验研究[D].西安:长安大学,2007.
[4]吴耀国,沈照理,钟佐燊,等.矿井水污染的地表水灌溉入渗过程中的水岩作用[J].煤田地质与勘探,2004,32(3):38-40.
WU Yao-guo,SHEN Zhao-li,ZHONG Zuo-shen,et al.Water-rock interaction during irrigation with polluted water by coal mine drainage[J].Coal Geology & Exploration,2004,32(3):38-40.
[5]黄 涛,罗喜元,邬 强,等.地表水入渗环境下边坡稳定性的模型试验研究[J].岩石力学与工程学报,2004,23(16):2671-2675.
HUANG Tao,LUO Xi-yuan,WU Qiang, et al.Model testing study on slope stability under environment of surface water permeation[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(16):2671-2675.
[6]虞 挺,吴道尧.渗流水对路基稳定的影响分析[J].水运工程,2007(6):90-93.
YU Ting, WU Dao-yao.Influence of seepage water on subgrade's stability[J].Port & Waterway Engineering,2007(6):90-93.
[7]朱文彬,刘宝琛.降雨条件下土体滑坡的有限元数值分析[J].岩石力学与工程学报, 2002,21(4):509-512.
ZHU Wen-bin, LIU Bao-chen.Forming and development process of soil landslide during rainfall[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(4):509-512.
[8]张西娟,曾庆利,马寅生.断裂带中的流体活动及其作用[J].西北地震学报,2006,28(3):274-279.
ZHANG Xi-juan,ZENG Qing-li,MA Yin-sheng.Fluid involvement in active fault zone[J].Northwestern Seismological Journal,2006,28(3):274-279.
[9]Sun Y,Nishigaki M,Kchno I.A study on stability analysis of shallow layer slope due to raining permeation[J].Unsaturated Soils,1995(1):315-320.
[10]Ng C W W,Shi Q.A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage[J].Computers and Geotechnics, 1998, 22(1):1-28.
[11]谭桔红,晏鄂川.水与裂隙对边坡稳定性的影响分析及工程应用[J].山地学报,2004,22(3):373-377.
TAN Ju-hong, YAN E-chuan.Influence and implication of water and fissure on slope stability[J].Journal of Mountain Science,2004,22(3):373-377.
[12]李 亮.地裂缝带黄土的渗透变形试验研究[D].西安:长安大学,2007.
[13]JTJ 034—2000,公路路面基层施工技术规范[S].
[14]王福恒,李家春,田伟平.黄土边坡降雨入渗规律试验[J].长安大学学报:自然科学版,2009,29(4):20-24.
WANG Fu-heng, LI Jia-chun, TIAN Wei-ping.Test on rainfall filtration in loess slope[J].Journal of Chang'an University:Natural Science Edition,2009,29(4):20-24.
[15]彭小云,叶万军,折学森,等.黄土沟壑区湿软路基沉降预测模型[J].交通运输工程学报,2007,7(2):70-75.
PENG Xiao-yun,YE Wan-jun,SHE Xue-sen,et al.Settlement prediction model of wettest-soft loess subgrade in ravine regions [J].Journal of Traffic and Transportation Engineering,2007,7(2):70-75.
[16]王 伟,孙斌祥,卢廷浩.公路路堤软土地基工后沉降的三参数预估模型[J].中国公路学报,2008,21(2):12-17.
WANG Wei,SUN Bing-xiang,LU Ting-hao.3 parameter prediction model of post-construction settlement for soft soil foundation under highway embankment[J].China Journal of Highway and Transport,2008,21(2):12-17.