地震作用下含倾斜软弱夹层斜坡场地的动力响应特性研究

doi:10.13722/j.cnki.jrme.2017.0440

Abstract
Figure/Table
References (0)
Related Citation (15)

Download: PDF (4179 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract A slope model with inclined soft layers intercalated was generated to simulate a slope site fornuclear waste disposal near to Longmenshan fault zone in northern Sichuan province and the centrifugal shaking table test of 50 g was carried out. The accelerations of the model under different input ground motions triggered by earthquakes were measured. The traditional Fourier spectrum and Hilbert marginal spectrum were utilized to reveal the variation of spectral characteristics of the slope in frequency domain. The experimental results show that the acceleration amplification of the intercalated soft layers was related to the peak input seismic acceleration. The acceleration amplification was weakened under the smaller peak input seismic acceleration，but was strengthened under the larger seismic ground motions. The slope has marked influence on the dynamic responses of the intercalated soft soil layers in this site. The slope caused the acceleration amplification of the intercalated layers to increase. With the increasing of peak input seismic motion，the components of acceleration response at the intercalated soft layers were changed，the higher frequencies decreased but lower components increased.

Key words： slope engineering soft intercalated layer slope site seismic response centrifugal shaking table test time-frequency characteristics

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	YAN Kongming1
	2
	LIU Feicheng1
	2
	ZHU Chonghao1
	2
	WANG Zhijia3
	ZHANG Jianjing1
	2

Cite this article:

YAN Kongming1,2,LIU Feicheng1, et al. Dynamic responses of slopes with intercalated soft layers under seismic excitations[J]. , 2017, 36(11): 2686-2698.

URL:

http://www.rockmech.org/EN/10.13722/j.cnki.jrme.2017.0440 OR http://www.rockmech.org/EN/Y2017/V36/I11/2686

[11]	薄景山，李秀领，刘红帅. 土层结构对地表加速度峰值的影响[J]. 地震工程与工程振动，2003，23(3)：35-40.(BO Jingshan，LI Xiuling，LIU Hongshuai. Effect of soil layer construction on peak accelerations of ground motions[J]. Earthquake Engineering and Engineering Vibration，2003，23(3)：35-40.(in Chinese))
[5]	许强，李为乐. 汶川地震诱发大型滑坡分布规律研究[J]. 工程地质学报，2010，18(6)：818-826.(XU Qiang，LI Weile. Distribution of larger-scale landslide induced by the Wenchuan Earthquake[J]. Journal of Engineering Geology，2010，18(6)：818-826.(in Chinese))
[6]	许冲. 汶川地震滑坡分布规律与危险性评价[J]. 岩石力学与工程学报，2012，31(2)：432.(XU Chong. Distribution and risk assessment for Wenchuan earthquake-triggered landslides[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(2)：432.(in Chinese))
[9]	陈继华，陈国兴，史国龙. 深厚软弱场地地震反应特性研究[J]. 防灾减灾工程学报，2004，24(2)：131-138.(CHEN Jihua，CHEN Guoxing，SHI Guolong. Study of seismic response characteristics of deep soft soil site[J]. Journal of Disaster Prevention and Mitigation Engineering，2004，24(2)：131-138.(in Chinese))
[10]	钱胜国. 软土夹层地基场地土层地震反应特性的研究[J]. 工程抗震，1994，(1)：32-36.(QIAN Shengguo. Study of seismic response characteristics of site with weak intercalated layer[J]. Earthquake Resistant Engineering and Retrofitting，1994，(1)：32-36.(in Chinese))
[23]	FAN G，ZHANG J J，FU X，et al. Dynamic failure mode and energy- based identification method for a counter-bedding rock slope with weak intercalated layers [J]. Journal of Mountain Science，2016，13(12)：2 111-2 123. " target="_blank">
[4]	王秀英，聂高众，王登伟. 汶川地震诱发滑坡与地震动峰值加速度对应关系研究[J]. 岩石力学与工程学报，2010，29(1)：82-89.(WANG Xiuying，NIE Gaozhong，WANG Dengwei. Research on relationship between landslides and peak ground accelerations induced by Wenchuan Earthquake[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(1)：82-89.(in Chinese))
[8]	李小军. 场地土层对地震地面运动影响的分析方法[J]. 世界地震工程，1992，(2)：49-60.(LI Xiaojun. Analysis method of the effect of site soil on seismic ground motions[J]. World Earthquake Enigeering，1992，(2)：49-60.(in Chinese))
[13]	陈国兴，陈继华. 软弱土层的厚度及埋深对深厚软弱场地地震效应的影响[J]. 世界地震工程，2004，20(3)：66-73.(CHEN Guoxing，CHEN Jihua. The effect of depth and thickness of soft soil layer on earthquake response for deep soft sites[J]. Word Earthquake Engineering，2004，20(3)：66-73.(in Chinese))
[21]	周飞，许强，刘汉香，等. 地震作用下含水平软弱夹层斜坡动力响应特性研究[J]. 岩土力学，2016，37(1)：133-139.(ZHOU Fei，XU Qiang，LIU Hanxiang，et al. An experimental study of dynamic response characteristics of slope with horizontal weak interlayer under earthquake[J]. Rock and Soil Mechanics，2016，37(1)：133-139.(in Chinese))
[28]	郑桐，刘红帅，袁晓铭，等. 锚索抗滑桩地震响应的离心振动台模型试验研究[J]. 岩石力学与工程学报，2016，35(11)：2 276-2 286. (ZHENG Tong，LIU Hongshuai，YUAN Xiaoming，et al. Experimental study on seismic response of anti-slide piles with anchor cables by centrifugal shaking table[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(11)：2 276-2 286.(in Chinese))
[38]	于玉贞，邓丽军，李荣建. 砂土边坡地震动力响应离心模型试验[J]. 清华大学学报：自然科学版，2007，47(6)：789-792.(YU Yuzhen，DENG Lijun，LI Rongjian. Centrifuge model test of the seismic response behavior of a sand slope[J]. Journal of Tsinghua University：Science and Technology，2007，47(6)：789-792.(in Chinese))
[40]	范刚，张建经，付晓，等. 含软弱夹层顺层岩质边坡动力破坏模式的能量判识方法研究[J]. 岩土工程学报，2016，38(5)：959-966.(FAN Gang，ZHANG Jianjing，FU Xiao，et al. Energy identification method for dynamic failure mode of bedding rock slope with soft strata[J]. Chinese Journal of Geotechnical Engineering，2016，38(5)：959-966.(in Chinese))
[16]	许宝田，钱七虎，阎长虹，等. 多层软弱夹层边坡岩体稳定性及加固分析[J]. 岩石力学与工程学报，2009，28(增2)：3 959-3 964.(XU Baotian，QIAN Qihu，YAN Changhong，et al. Stability and strengthening analyses of slope rock mass containing multi-weak interlayers[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(Supp.2)：3 959-3 964.(in Chinese))
[18]	冯志仁，刘红帅，于龙. 地震作用下含软弱夹层顺层岩质边坡表面放大效应研究[J]. 防灾减灾工程学报，2014，34(1)：96-100.(FENG Zhiren，LIU Hongshuai，YU Long. Surface amplification effect of bedding rocky slope with weak interlayer under earthquake[J]. Journal of Disaster Prevention and Mitigation Engineering，2014，34(1)：96-100.(in Chinese))
[19]	刘汉香，许强，侯红娟. 岩性及岩体结构对斜坡地震加速度响应的影响[J]. 岩土力学，2013，34(9)：2 482-2 488.(LIU Hanxiang，XU Qiang，HOU Hongjuan. Influence of lithology and rock structure on slope seismic acceleration responses[J]. Rock and Soil Mechanics，2013，34(9)：2 482-2 488.(in Chinese))
[25]	LIU H，XU Q，LI Y，et al. Response of high-strength rock slope to seismic waves in a shaking table test[J]. Bulletin of the Seismological Society of America，2013，103(6)：3 012-3 025. " target="_blank">
[26]	RIZZITANO S.，CASCONE E.，BIONDI G. Coupling of topographic and stratigraphic effects on earthquake response of slopes through 2D linear and equivalent linear analysis[J]. Soil Dynamics and Earthquake Engineering，2014，67(1)：66-84. " target="_blank">
[29]	HUANGE N，SHEN Z，LONGR S. A new view of nonlinear water waves：the Hilbert Spectrum[J]. Annual Reviews of Fluid Mechanics，1999，31(1)：417-457. " target="_blank">
[31]	BUCKINGHAM. On physically similar systems： illustrations of the use of dimensional equations[J]. Physical Review Journals Archive，1914，4(4)：345-376. " target="_blank">
[32]	KUTTER B L，JAMES R G. Dynamic centrifuge model tests on clay embankments[J]. Geotechnique，1989，36(1)：91-106. " target="_blank">
[34]	BOULANGER R W，CURRAS C J，KUTTER B L，et al. Seismic soil-pile-structure interaction experiments and analyses[J]. Journal of Geotechnical and Geoenvironmental Engineering，ASCE，1999，125(9)：750-759. " target="_blank">
[35]	陈云敏，韩超，凌道盛，等. ZJU400离心机研制及其振动台性能评价[J].岩土工程学报，2011，33(12)：1 887-1 894.(CHEN Yunmin，HAN Chao，LING Daosheng，et al. Development of geotechnical centrifuge ZJU400 and performance assessment of its shaking table system[J]. Chinese Journal of Geotechnical Engineering，2011，33(12)：1 887-1 894.(in Chinese))
[36]	CRAIG W H. Simulation of foundation for offshore structure using centrifuge modelling[C]// Developments in Soil and Foundation Engineering—Model Studies. London：Applied Science Publishers Ltd.，1983：1-27. " target="_blank">
[14]	刘方成，杨峻，武景芳. 软弱层几何特性与剪切波速对场地反应谱的影响研究[J]. 防灾减灾工程学报，2016，36(5)：773-784.(LIU Fangcheng，YANG Jun，WU Jingfang. Influence of the geometric properties and shear wave velocity of soft soil layer on the acceleration response spectra of site containing a soft soil layer[J]. Journal of Disaster Prevention and Mitigation Engineering，2016，36(5)：773-784.(in Chinese))
[15]	刘小丽，周德培. 有软弱夹层岩体边坡的稳定性评价[J]. 西南交通大学学报，2002，37(4)：382-386.(LIU Xiaoli，ZHOU Depei. Stability evaluation of rock mass slope with weak intercalated layers[J]. Journal of Southwest Jiaotong University，2002，37(4)：382-386.(in Chinese))
[30]	HUANG E N，WU M L，QU W D，et al. Applications of Hilbert-Huang transform to non-stationary financial time series analysis[J]. Applied Stochastic Models in Business and Industry，2003，19(3)：245-268. " target="_blank">
[33]	KUTTER B L. Dynamic centrifuge modeling of geotechnical structures[M]. Washington，D. C.：Transportation Research Record，1992：24-30. " target="_blank">
[1]	HUANG R，LI W. Analysis of the geo-hazards triggered by the 12 May 2008 Wenchuan Earthquake，China[J]. Bulletin of Engineering Geology and the Environment，2009，68(3)：363-371.
[2]	XIAO S，FENG W，ZHANG J. Analysis of the effects of slope geometry on the dynamic response of a near-field mountain from the Wenchuan Earthquake[J]. Journal of Mountain Science，2010，7(4)：353-360. " target="_blank">
[22]	FAN G，ZHANG J J，WU J B，et al. Dynamic response and dynamic failure mode of a weak intercalated rock slope using a shaking table[J]. Rock Mechanics and Rock Engineering，2016，49(8)：3 243-3 256. " target="_blank">
[24]	于玉贞，邓丽军，李荣建. 砂土边坡地震动力响应离心模型试验[J]. 清华大学学报：自然科学版，2007，47(6)：789-792.(YU Yuzhen，DENG Lijun，LI Jianrong. Centrifuge model test of the seismic response behavior of a sand slope[J]. Journal of Tsinghua University：Science and Technology，2007，47(6)：789-792.(in Chinese))
[37]	徐光明，章为民. 离心模型中的粒径效应和边界效应研究[J]. 岩土工程学报，1996，18(3)：80-86.(XU Guangming，ZHANG Weimin. Study of grain size effect and boundary effect in centrifugal model[J]. Chinese Journal of Geotechnical Engineering，1996，18(3)：80-86. (in Chinese))
[3]	CHEN X，ZHOU B，MIN W，et al. Influence of rock masses properties on the slope stabilities：a study based on slope failures during the 2008 Wenchuan Earthquake[M]. [S.l.]：Springer International Publishing，2015，1 219-1 223. " target="_blank">
[7]	许冲. 2013年芦山Ms7.0级地震滑坡易发性快速评价方法[J]. 科技导报，2013，31(增2)：15-23.(XU Chong. Quick landslide susceptibly evaluation and its validation for the 2013 Ms7.0 Lushan Earthquake[J]. Science and Technology Review，2013，31(Supp.2)：15-23.(in Chinese))
[12]	黄润秋，余嘉顺. 软弱夹层的地震动强度效应研究[J]. 自然科学进展，2003，13(11)：1 177-1 181.(HUANG Runqiu，YU Jiashun. Study on seismic strength effect of soft intercalated layer[J]. Progress in Natural Science，2003，13(11)：1 177-1 181.(in Chinese))
[17]	王浩然，黄茂松，刘怡林. 含软弱夹层边坡的三维稳定性极限分析[J]. 岩土力学，2013，34(增2)：156-160.(WANG Haoran，HUANG Maosong，LIU Yilin. Three-dimensional stability analysis of slope with weak interlayer[J]. Rock and Soil Mechanics，2013，34(Supp.2)：156-160.(in Chinese))
[20]	刘汉香，许强，周飞，等. 含软弱夹层斜坡地震动力响应特性的振动台试验研究[J]. 岩石力学与工程学报，2015，34(5)：994-1 005. (LIU Hanxiang，XU Qiang，ZHOU Fei，et al. Shaking table test for seismic responses of slopes with a weak interlayer[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(5)：994-1 005.(in Chinese))
[27]	涂杰文，刘红帅，汤爱平，等. 基于离心振动台的堆积型滑坡加速度响应特征[J]. 岩石力学与工程学报，2015，34(7)：1 361-1 369. (TU Wenjie，LIU Hongshuai，TANG Aiping，et al. Acceleration response of colluvial landslide based on centrifugal shaking table test[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(7)：1 361-1 369.(in Chinese))
[39]	中华人民共和国国家标准编写组. GB 18306—2001 中国地震动参数区划图[S]. 北京：中国标准出版社，2001.(The National Standards Compilation Group of People?s Republic of China. GB 18306—2001 Seismic ground motion parameter zonation map of China[S]. Beijing：Standard Press of China，2001.(in Chinese)) " target="_blank">