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| SEISMIC SUBSIDENCE PREDICATION OF LOESS SITE BASED ON CHANGES OF WATER CONTENT |
| WANG Jun1,2,WANG Qiang1,2,YANG Biaoping1,ZHONG Xiumei1,2,WANG Qian1,2,
WANG Ping1,2,CHAI Shaofeng1,2 |
(1. Lanzhou Institute of Seismology,China Earthquake Administration,Lanzhou,Gansu 730000,China;2. Key Laboratory of Loess
Earthquake Engineering,China Earthquake Administration,Lanzhou,Gansu 730000,China) |
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Abstract The seismic subsidence of loess is greatly affected by the changes of water content and the corresponding influence is valuable for the evaluation and predication of the seismic subsidence of loess site. A series of dynamic triaxial tests of undisturbed loess under different water contents were carried out. The influence of water content on the seismic subsidence of loess was analysed and the evaluation and predication of the seismic subsidence of the sampled loess site were presented. The results showed that the coefficient of loess seismic subsidence increased with the increasing of the dynamic stresses or water contents. The critical dynamic stress of seismic subsidence decreased with the increasing of water contents. The seismic subsidence of loess with different physical properties was significantly different. For the loess site with water content no more than 5%,the seismic subsidence would generally not occur under the earthquake intensities of VII or VIII,while for that with the water content larger than 5%,the seismic subsidence would occur under earthquake intensity of VIII.
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| [1] 段汝文,张振中,李 兰,等. 黄土动力特性的进一步研究[J]. 西北地震学报,1990,12(3):72–78.(DUAN Ruwen,ZHANG Zhenzhong,LI Lan. et al. Further research on dynamic characteristics of loess[J]. Northwestern Seismological Journal,1990,12(3):72–78.(in Chinese))
[2] 何 光,朱鸿博. 黄土震陷研究[J]. 岩土工程学报,1990,12(6):99–103.(HE Guang,ZHU Hongbo. Study on the loess seismic subsidence[J]. Chinese Journal of Geotechnical Engineering,1990,12(6):99–103.(in Chinese))
[3] 谢定义. 试论我国黄土力学研究中的若干新趋向[J]. 岩土工程学报,2001,23(1):3–13.(XIE Dingyi. Exploration of some new tendencies in research of loess soil mechanics[J]. Chinese Journal of Geotechnical Engineering,2001,23(1):3–13.(in Chinese))
[4] 翁效林,熊元克,裴 凯. 黄土震陷变形特征的离心模型试验研究[J]. 矿物学报,2006,26(4):460–464.(WENG Xiaolin,XIONG Yuanke,PEI Kai. Study on loess seismic subsidence deformation characteristics by centrifuge model test[J]. Acta Mineralogica Sinica,2006,26(4):460–464.(in Chinese))
[5] 谷天峰,王家鼎,王 峻. 郑西客运专线黄土路基震陷研究[J]. 工程地质学报,2009,17(4):557–562.(GU Tianfeng,WANG Jiading,WANG Jun. Laboratory and numerical studies on seismic subsidence of loess subgrade a long Zhengzhou—Xi?an high-speed railway[J]. Journal of Engineering Geology,2009,17(4):557–562.(in Chinese))
[6] 邓龙胜,范 文. 随机地震荷载作用下黄土震陷的影响因素研究[J]. 岩石力学与工程学报,2011,30(9):1 924–1 931.(DENG Longsheng,FAN Wen. Study of influencing factors of loess seismic subsidence induced by stochastic seismic load[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(9):1 924–1 931.(in Chinese))
[7] 王 峻,石玉成,王杰民,等. 不同地震荷载作用下黄土震陷特性的对比分析[J]. 岩土工程学报,2011,33(增1):102–106.(WANG Jun,SHI Yucheng,WANG Jiemin,et al. Comparative analysis of characters of loess subsidence under different seismic load[J]. Chinese Journal of Geotechnical Engineering,2011,33(Supp.1):102–106.(in Chinese))
[8] 郭 乐,王家鼎,谷天峰. 宝鸡市渭北台塬马兰黄土震陷特性研究[J]. 水文地质工程地质,2012,39(2):61–65.(GUO Le,WANG Jiading,GU Tianfeng. A study of loess seismic subsidence of tableland to the north Weihe River in Baoji city[J]. Hydrogeology and Engineering Geology,2012,39(2):61–65.(in Chinese))
[9] 陈存礼,高 鹏,胡再强. 黄土的增湿变形特性及其与结构性的关系[J]. 岩石力学与工程学报,2006,25(7):1 352–1 360.(CHEN Cunli,GAO Peng,HU Zaiqiang. Moistening deformation characteristic of loess and its relation to structure[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(7):1 352–1 360.(in Chinese))
[10] 王 峻,石玉成,王 谦,等. 天然含水率状态下原状黄土动强度特性研究[J]. 世界地震工程,2012,28(4):23–27.(WANG Jun,SHI Yucheng,WANG Qian,et al. Study on dynamic strength properties of undisturbed loess under natural moisture content[J]. World Earthquake Engineering,2012,28(4):23–27.(in Chinese))
[11] 陈昌禄,邵生俊,方 娟,等. 不同结构性黄土的强度规律及传统强度准则适应性分析[J]. 地震工程学报,2013,35(4):851–857.(CHEN Changlu,SHAO Shengjun,FANG Juan,et al. Analysis of strength variation of different kinds of structural loess and adaptability of traditional strength criterion[J]. China Earthquake Engineering Journal,2013,35(4):851–857.(in Chinese))
[12] 邵生俊,罗爱忠,于清高,等. 加荷增湿作用下Q3粘黄土的结构损伤特性[J]. 岩土工程学报,2006,28(12):2 077–2 081.(SHAO Shengjun,LUO Aizhong,YU Qinggao,et al. Structural damage properties of Q3 loess under triaxial loading and moistening[J]. Chinese Journal of Geotechnical Engineering,2006,28(12):2 077– 2 081.(in Chinese))
[13] 关 亮,陈正汉,黄雪峰,等. 非饱和填土(黄土)的湿化变形研究[J]. 岩石力学与工程学报,2011,30(8):1 698–1 704.(GUAN Liang,CHEN Zhenghan,HUANG Xuefeng,et al. Study of wetting deformation of unsaturated remolded loess[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(8):1 698–1 704.(in Chinese))
[14] 陈 茜,骆亚生,程大伟. 原状黄土结构损耗研究[J]. 土木工程学报,2013,46(5):137–143.(CHEN Xi,LUO Yasheng,CHENG Dawei. Research on the loss in structure of undisturbed loess[J]. China Civil Engineering Journal,2013,46(5):137–143.(in Chinese))
[15] 罗爱忠,邵生俊. 湿载耦合作用下黄土结构性损伤演化及本构关系[J]. 岩石力学与工程学报,2012,31(4):841–847.(LUO Aizhong,SHAO Shengjun. Structural damage evolution and constitutive relation of loess under coupling of stress and moisture[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(4):841–847.(in Chinese))
[16] 王 峻,王 谦,钟秀梅,等. 粉煤灰与动载耦合作用下黄土震陷试验研究[J]. 水文地质工程地质,2014,41(6):70–75.(WANG Jun,WANG Qian,ZHONG Xiumei,et al. Experimental study of loess seismic subsidence under the coupling effect of fly ash and dynamic loading[J]. Hydrogeology and Engineering Geology,2014,41(6):70–75.(in Chinese))
[17] 巫志辉,谢定义,余雄飞. 洛川黄土动变形强度特性的研究[J]. 水利学报,1994,(12):67–71.(WU Zhihui,XIE Dingyi,YU Xiongfei. Study on dynamic deformation and strength characteristics of Luochuan loess[J]. Journal of Hydraulic Engineering,1994,(12):67–71.(in Chinese))
[18] 张向东,刘家顺,兰常玉. 地震荷载作用下风积土震陷变形试验研究[J]. 自然灾害学报,2014,23(1):87–93.(ZHANG Xiangdong,LIU Jiashun,LAN Changyu. Experimental study on subsidence deformation of Aeolian soil under seismic loads[J]. Journal of Natural Disasters,2014,23(1):87–93.(in Chinese))
[19] 王 峻,王 谦,王兰民,等. 随机地震荷载作用下高速铁路黄土路基震陷试验分析[J]. 岩石力学与工程学报,2014,33(增2):4 239–4 245.(WANG Jun,WANG Qian,WANG Lanmin,et al. Laboratory analysis of seismic subsidence of loess subgrade of high-speed railway under random seismic loading[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(Supp.2):4 239–4 245. (in Chinese))
[20] 汪国烈. 对湿陷性黄土场地地震作用工程影响的几点看法[J]. 西北地震学报,2007,29(1):96–98.(WANG Guolie. Some opinions on effect of engineering under earthquake action in site of collapsible loess[J]. Northwestern Seismological Journal,2007,29(1):96–98. (in Chinese)) |
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