DEFORMATION MODE AND STABILITY ANALYSIS OF HIGH STICKING SLOPE OF COLLAPSIBLE LOESS
HU Changming1,MEI Yuan1,LIU Zengrong1,WANG Xueyan1,2
(1. College of Civil Engineering,Xi?an University of Architecture and Technology,Xi?an,Shaanxi 710055,China;
2. Huaqing College,Xi?an University of Architecture and Technology,Xi?an,Shaanxi 710043,China)
Abstract:Intact loess and remolded loess are combined for modeling. The centrifugal test is carried out to study the stability and deformation mode of the high sticking slope of collapsible loess in the states of natural moisture content and saturation. According to the results,in the state of natural moisture content,the stability of high sticking slope of collapsible loess is good;and consolidation deformation of sticking slope is the leading factor for high sticking slope deformation. The amount and rate of deformation after construction are large at early stage yet small at later stage;and the thicker the sticking slope thickness,the larger the settlement after construction and the longer the demand time of deformation completion. The thickness of sticking slope has a linear relation with settlement after construction. In the state of saturation,sticking slope consolidation and loess collapse cause the settlement of high sticking slope. If the settlement deformation is too large,the slope may crack along the weak zone formed by water penetration. The intensity of collapsible loess decides the stability of high sticking slope. The slide surface from soil damage passes through collapsible soil;and its location depends on the intensity difference between collapsible soil and its adjacent soil. When the interface between collapsible soil and its adjacent soil forms a weak layer caused by large intensity difference;the interface is definitely a part of slide surface;and the interface with lower intensity is firstly damaged. Moreover,the soil at the top of slide surface is in a typical translation sliding mode. On the contrary,the slide surface is approximately in circular arc;and there is a filter layer with a certain thickness between slide surface and interface.
[1] 南京水利科学研究院. 土工试验技术手册[M]. 北京:人民交通出版社,2003:315–319.(Nanjing Hydraulic Research Institute. Technical handbook of soil test[M]. Beijing:China Communications Press,2003:315–319.(in Chinese))
[2] 沈珠江. 关于土力学发展前景的设想[J]. 岩土工程学报,1994,16(1):110–111.(SHEN Zhujiang. Development prospect of soil mechanics[J]. Chinese Journal of Geotechnical Engineering,1994,16(1):110–111.(in Chinese))
[3] 胡小明,余学明. 高填方黄土路堤的最优填筑密度分区研究[J]. 四川大学学报:工程科学版,2002,34(1):40–43.(HU Xiaoming,YU Xueming. Research on distributing zones of optimum filling density in high loess embankment[J]. Journal of Sichuan University:Engineering Science,2002,34(1):40–43.(in Chinese))
[4] 景宏君,胡长顺,王秉纲. 黄土高路堤沉降变形规律研究[J]. 岩石力学与工程学报,2005,24(增2):5 845–5 850.(JING Hongjun,HU Changshun,WANG Binggang. Study on settlement and deformation laws of high loess-fill embankment[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(Suup.2):5 845–5 850.(in Chinese))
[5] 谢永利,胡晋川,王文生. 黄土公路路堑边坡稳定性状离心模型试验[J]. 中国公路学报,2009,22(5):1–7.(XIE Yongli,HU Jinchuan,WANG Wensheng. Centrifugal model test for stability characteristics of highway cut slope in loess[J]. China Journal of Highway and Transport,2009,22(5):1–7.(in Chinese))
[6] 翁效林,王 玮,刘保健. 湿陷性黄土拓宽路基变形特性及强夯法处治效应模型试验[J]. 中国公路学报,2011,24(2):17–22.(WENG Xiaolin,WANG Wei,LIU Baojian. Model test on deformation characteristics of widening collapsible loess roadbed and dynamic compaction method treatment effect[J]. China Journal of Highway and Transport,2011,24(2):17–22.(in Chinese))
[7] 翁效林,李林涛,张留俊. 拓宽黄土路基湿化破坏机制模型试验研究[J]. 岩石力学与工程学报,2010,29(5):1 075–1 080.(WENG Xiaolin,LI Lintao,ZHANG Liujun. Model experimental research on wetting damage mechanism of widening loess roadbed[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(5):1 075–1 080. (in Chinese))
[8] 张卫兵. 黄土高填方路堤沉降变形规律与计算方法的研究[博士学位论文][D]. 西安:长安大学,2007.(ZHANG Weibing. Study of settlement deformation laws and calculation method of high loess filled embankment[Ph. D. Thesis][D]. Xi?an:Chang?an University,2007.(in Chinese))
[9] 《岩土离心模拟技术的原理和工程应用》编委会. 岩土离心模拟技术的原理和工程应用[M]. 武汉:长江出版社,2011:13–19.(Editorial Board of Principle and Engineering Application for Geotechnical Centrifuge Modeling Technology. Principle and engineering application for geotechnical centrifuge modeling technology[M]. Wuhan:Changjiang Press,2011:13–19.(in Chinese))
[10] 胡长明,梅 源,魏弋锋,等. 一种大尺寸非饱和结构性原状土样的取样方法:中国,ZL201010291904.6[P]. 2011–05–02.(HU Changming,MEI Yuan,WEI Yifeng,et al. A sampling method of unsaturated structural undisturbed soil with large scale:China,ZL201010291904.6[P]. 2011–05–02.(in Chinese))
[11] 胡长明,梅 源,魏弋锋,等. 一种大尺寸非饱和结构性原状土样的保存方法:中国,ZL201010291902.7[P]. 2012–02–01.(HU Changming,MEI Yuan,WEI Yifeng,et al. A storage method of unsaturated structural undisturbed soil with large scale:China,ZL201010291902.7[P]. 2012–02–01.(in Chinese))
[12] 胡长明,梅 源,魏弋锋,等. 一种采用结构性原状黄土制作大型土工试验模型的方法:中国,ZL201010503574.2[P]. 2011–09–28. (HU Changming,MEI Yuan,WEI Yifeng,et al. A making method of large soil experimental model with structural undisturbed loess:China,ZL201010503574.2[P]. 2011–09–28.(in Chinese))
[13] 孟庆山,孔令伟,郭爱国,等. 高速公路高填方路堤拼接离心模型试验研究[J]. 岩石力学与工程学报,2007,26(3):580–586.(MENG Qingshan,KONG Lingwei,GUO Aiguo,et al. Centrifugal modeling test study on high-embankment widening of highway[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(3):580–586. (in Chinese))
[14] 徐光明,邹广电,王年香. 倾斜基岩上的边坡破坏模式和稳定性分析[J]. 岩土力学,2004,25(5):703–708.(XU Guangming,ZOU Guangdian,WANG Nianxiang. Failure mode and stability analysis of soil slope on inclined bedrock[J]. Rock and Soil Mechanics,2004,25(5):703–708.(in Chinese))
[15] 高长胜,徐光明,张 凌,等. 边坡变形破坏离心机模型试验研究[J]. 岩土工程学报,2005,27(4):478–481.(GAO Changsheng,XU Guangming,ZHANG Ling,et al. Centrifuge modeling of deformation and failure of slope[J]. Chinese Journal of Geotechnical Engineering,2005,27(4):478–481.(in Chinese))
[16] 谢定义,陈存礼,胡再强. 试验土工学[M]. 北京:高等教育出版社,2011:360–376.(XIE Dingyi,CHEN Cunli,HU Zaiqiang. Experimental geotechnics[M]. Beijing:Higher Education Press,2011:360–376.(in Chinese))