Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 37 Issue 11
Turn off MathJax
Article Contents
Abstract
References
Related Articles
YANG Zheng-quan, ZHAO Jian-ming, LIU Xiao-sheng, ZHOU Guo-bin, LIU Qi-wang. Large-scale shaking model tests on anti-seismic and reinforcing measures for slope of Zipingpu earth-rock fill dam after “5.12” Wenchuan Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2058-2066. DOI: 10.11779/CJGE201511017
Citation: YANG Zheng-quan, ZHAO Jian-ming, LIU Xiao-sheng, ZHOU Guo-bin, LIU Qi-wang. Large-scale shaking model tests on anti-seismic and reinforcing measures for slope of Zipingpu earth-rock fill dam after “5.12” Wenchuan Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2058-2066. DOI: 10.11779/CJGE201511017
shu

Large-scale shaking model tests on anti-seismic and reinforcing measures for slope of Zipingpu earth-rock fill dam after “5.12” Wenchuan Earthquake

  • 1. State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing 100038, China;
    2. China Institute of Water Resources and Hydropower Research, Beijing 100048, China;
    3. Guangdong Hydropower Planning & Design Institute, Guangzhou 510635, China

More Information
  • Received Date: September 07, 2014
  • Published Date: November 19, 2015
    Graphical Abstract
    • Abstract
  • The dry masonry facing of the downstream slope of Zipingpu earth-rock fill dam was seriously destroyed during “5.12” Wenchuan Earthquake. Accordingly, the anti-seismic reinforcement for the damaged dam slope is an important task after the earthquake. The mortar masonry facing is regarded as the best choices comprehensively considering the applicability of anti-seismic and reinforcing measures for slopes of high earth-rock fill dams after earthquake proposed by worldwide engineers and its excellent anti-seismic performance in real strong earthquakes. Large-scale shaking table model tests on anti-seismic and reinforcing measures for earth-rock fill dam slope (dry masonry and mortar masonry facings) of Zipingpu earth-rock fill dam after “5.12” Wenchuan Earthquake are performed. The anti-seismic and reinforcing effect of the masonry facings is verified by the shaking model tests, and their anti-seismic and reinforcing mechanism is analyzed. Furthermore, the reinforcement area of the dam slope using the mortar masonry facing is determined based on the test results combining with the calculated results of the dam's earthquake response. The results show that the mortar masonry facing can keep its integrity wonderfully in strong earthquake, but the dry masonry facing may fail gradually because of the loosening and sliding of local stones in strong earthquakes. The protective effects of the mortar masonry facing on the dynamic stability of rock-fill dam slope in earthquake is better than the dry masonry facing obviously. The reinforcement area of the downstream slope of Zipingpu earth-rock fill dam using the mortar masonry facing after “5.12” Wenchuan Earthquake is determined to be in the dam slope area above 3/4 dam height.
    • FullText(HTML)
    • References (12)
  • [1]
    刘小生, 王钟宁, 汪小刚, 等. 面板坝大型振动台模型试验与动力分析[M]. 北京: 中国水利水电出版社, 2005. (LIU Xiao-sheng, WANG Zhong-ning, WANG Xiao-gang, et al. Large-scale shaking model tests and dynamic analysis of concrete face rock-fill dam[M]. Beijing: China Water Power Press, 2005. (in Chinese))
    [2]
    陈厚群, 徐泽平, 李 敏. 汶川大地震和大坝抗震安全[J]. 水利学报, 2008, 39(10): 1158-1167. (CHEN Hou-qun, XU Ze-ping, LI Min. Wenchuan Earthquake and dan seismic safty[J]. Journal of Hydraulic Engineering, 2008, 39(10): 1158-1167. (in Chinese))
    [3]
    GUAN Zhi-cheng. Investigation of the 5.12 Wenchuan Earthquake damages to the Zipingpu Water Control Project and an assessment of it’s safety state[J]. Science in China Series E: Technological Sciences, 2009, 52(4): 820-834.
    [4]
    陈厚群. 水工建筑物抗震设计规范修编的若干问题研究[J]. 水力发电学报, 2011, 30(6): 4-10. (CHEN Hou-qun. Study on some revision issues of Anti-seismic Design Codes of Hydraulic Structures in China[J]. Journal of Hydroelectric Engineering, 2011, 30(6): 4-10. (in Chinese))
    [5]
    陈生水, 霍家平, 章为民. “5.12”汶川地震对紫坪铺混凝土面板坝的影响及原因分析[J]. 岩土工程学报, 2008, 30(6): 795-801. (CHEN Sheng-shui, HUO Jia-ping, ZHANG Wei-min. Analysis of effects of “5.12” Wenchuan Earthquake on Zipingpu Concrete Face Rock-fill Dam[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 795-801. (in Chinese))
    [6]
    赵剑明, 刘小生, 温彦锋, 等. 紫坪铺大坝汶川地震震害分析及高土石坝抗震减灾研究设想[J]. 水力发电, 2009, 35(5): 11-14. (ZHAO Jian-ming, LIU Xiao-sheng, WEN Yan-feng, et al. Analysis of earthquake damage of the Zipingpu Dam in Wenchuan Earthquake and the study proposal on the anti-earthquake and disaster reduction of high earth-rock dam[J]. Water Power, 2009, 35(5): 11-14. (in Chinese))
    [7]
    孔宪京, 邹德高, 邓学晶, 等. 高土石坝综合抗震措施及其效果的验算[J]. 水利学报, 2006, 37(12): 1489-1495. (KONG Xian-jing, ZOU De-gao, DENG Xue-jing, et al. Comprehensive earthquake resistant measure of high earth-rock fill dams and effectiveness verification[J]. Journal of Hydraulic Engineering, 2006, 37(12): 1489-1495. (in Chinese))
    [8]
    杨正权. 加筋土挡墙稳定性分析研究[D]. 大连: 大连理工大学, 2006. (YANG Zheng-quan. Study on stability analysis of reinforced soil retaining walls[D]. Dalian: Dalian University of Technology, 2006. (in Chinese))
    [9]
    杨正权, 刘小生, 刘启旺, 等. 猴子岩高面板堆石坝地震模拟振动台模型试验研究[J]. 地震工程与工程振动, 2010, 30(5): 113-119. (YANG Zheng-quan, LIU Xiao-sheng, LIU Qi-wang, et al. Study on shaking table model tests for Houziyan high concrete faced rock-fill dam[J]. Earthquake Engineering and Engineering Vibration, 2010, 30(5): 113-119. (in Chinese))
    [10]
    杨正权. 土石坝动力分析方法振动台模型试验验证及地震动输入研究[D]. 北京: 中国水利水电科学研究院, 2011. (YANG Zheng-quan. Study on dynamic analysis methods verification using shaking table model test and seismic motion input of earth-rock fill dam[D]. Beijing: China Institute of Water Resources and Hydropower Research, 2011. (in Chinese))
    [11]
    杨正权, 刘小生, 汪小刚, 等. 高土石坝地震动力反应特性大型振动台模型试验研究[J]. 水利学报, 2014, 45(11): 1361-1372. (YANG Zheng-quan, LIU Xiao-sheng, WANG Xiao-gang, et al. Study on dynamic response characteristics of high rock-fill dam in earthquake by large-scale shaking table model tests[J]. Journal of Hydraulic Engineering, 2014, 45(11): 11361-1372. (in Chinese))
    [12]
    中国水利水电科学研究院岩土工程研究所. 紫坪铺水库面板堆石坝振动台模型试验研究报告[R]. 北京: 中国水利水电科学研究院, 2012. (Geotechnical Department of IWHR. Research report of shaking table model test for Zipingpu concrete face rock-fill dam[R]. Beijing: China Institute of Water Resources and Hydropower Research, 2012. (in Chinese))
    • Related Articles

  • Related Articles

    [1]Study on shear stress - shear strain nonlinear response of wide-graded saturated coral soil site in dynamic centrifugal test[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240908
    [2]Effect of initial static shear stress and cyclic loading direction on the liquefaction behavior of saturated dense sand[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240591
    [3]WANG Ti-qiang, WANG Yong-zhi, CHEN Su, DUAN Xue-feng, YUAN Xiao-ming. Influences of integral displacement methods on inverse analysis of accelerograph arrays for cyclic shear stress-strain response[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 115-124. DOI: 10.11779/CJGE202201011
    [4]QI Li-cheng, CHEN Qun, ZHU Ya-jun. sSeepage tests on double-layer soils composed of sandy gravel and sand under different stresses and shear displacements[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 63-67. DOI: 10.11779/CJGE2018S2013
    [5]ZHOU Zheng-long, CHEN Guo-xing, WU Qi. Effect of initial static shear stress on liquefaction behavior of saturated silt[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 504-509. DOI: 10.11779/CJGE201603014
    [6]WANG Yong-zhi, Daniel W Wilson, Mohammad Khosravi, YUAN Xiao-ming, C Guney Olgum. Evaluation of cyclic shear stress-strain using inverse analysis techniques in dynamic centrifuge tests[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 271-277. DOI: 10.11779/CJGE201602010
    [7]YANG Guang-qing, ZHOU Yi-tao, ZHOU Qiao-yong. Distribution rules of axial stress of reinforcement in reinforced earth retaining wall[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 650-654.
    [8]RUI Rui, XIA Yuan-you, GU Jin-cai, CHEN Chen. Non-uniform shear stress design method for pressure-dispersive anchors[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1262-1270.
    [9]JIANG Zhongxin. A Gauss curve model on shear stress along anchoring section of anchoring rope of extensional force type[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 696-699.
    [10]Lien Kwei Chien, Shan Jin Chang, Yan Nam Oh. Initial shear stress effects on dynamic properties of reclaimed soil in offshore area[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 420-426.
    • Supplements (0)

  • Cited by

    Periodical cited type(4)

    1. 金佳旭，袁士豪，梁冰，李世旺，刘家顺，周克林. 摩擦桩-砂土接触面剪切特性可视化试验研究. 实验力学. 2022(04): 551-560 .
    2. 于鹏，刘灿，刘红军，于雅琼. 黄河三角洲粉土-钢界面大型剪切试验研究. 中国海洋大学学报(自然科学版). 2021(09): 71-79 .
    3. 汪远，邓检良，黄凤荣. 测量不规则块体界面摩擦角的滚筒实验. 实验室研究与探索. 2021(07): 10-15 .
    4. 王永洪，桑松魁，刘雪颖，张明义，白晓宇. 层状黏性土中静压桩贯入特性颗粒流的数值模拟. 西南交通大学学报. 2021(06): 1250-1259 .

    Other cited types(7)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(11)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return