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 34 Issue 11
Turn off MathJax
Article Contents
Abstract
References
Related Articles
MAO Chang-xi, DUAN Xiang-bao. Method for seismic force of debris flows induced by landslides and their prevention[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2148-2151.
Citation: MAO Chang-xi, DUAN Xiang-bao. Method for seismic force of debris flows induced by landslides and their prevention[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2148-2151.
shu

Method for seismic force of debris flows induced by landslides and their prevention

  • Hydraulic Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210029, China

More Information
  • Received Date: February 22, 2011
  • Published Date: December 19, 2012
    Graphical Abstract
    • Abstract
  • Recently the geologic disasters of landslides with debris flows frequently occur and closely relate to earthquakes and rain storms. Thus it is desired to propose a modified calculation method for seismic force. That is, besides the original consideration of the inertia force of earthquake acceleration, another term of the excess seepage force due to the successive vibration of earthquake waves should be added for it can reduce the effective weight of soil mass and make slope easily slide. An example of an infinite landslide with a parallel straight line plane on the weathered mountain slope is calculated. The formulas for shallow slide under rainy saturated and unsaturated conditions are derived respectively. By comparing the calculated results under different slope gradient earthquake accelerations and excess seepage forces, the calculated safety factor has an error of 25% if the excess seepage force is not considered, and it decreases further one half during slope rainy saturation. The sliding soil mass will induce debris flows under rainstorm run-off. Some measures to prevent landslides with successful illustration in engineering practice are proposed.
    • FullText(HTML)
    • References (12)
  • [1]
    毛昶熙, 段祥宝. 关于渗流的力及其应用[C]// 第九届全国渗流力学会学术报告讨论会.西安, 2007.
    MAO Chang-xi, DUAN Xiang-bao. On seepage forces and application[C]// seepage mechanics, Xi'an, 2007. (in Chinese))
    [2]
    毛昶熙, 段祥宝,吴良骥.再论渗透力及其应用[J]. 长江科学院报, 2009, 26(增刊): 1-5
    MAO Chang-xi, DUAN Xiang-bao, WU Liang-ji. Discussion again on seepage forces and its application[J]. Journal of Yangtze River Scientific Research Institute, 2009, 26(S0): 1-5. (in Chinese))
    [3]
    毛昶熙, 段祥宝, 吴良骥. 滑坡计算中的渗流问题[M]// 第五届全国水利水电学术研讨会论文集. 北京: 原子能出版社, 2005.
    MAO Chang-xi, DUAN Xiang-bao, WU Liang-ji. Seepage of calculation in the analysis of slope stability[M]// Conference Proceedings of the Fifth National Water Resources and Hydropower, Beijing: Atomic Energy Press, 2005. (in Chinese))
    [4]
    ЧУгаев, Р.Р.. О фильтрацинuьых сuлях.ВНИИГ.Том 63[M]. 1960.
    ChuiKai, On seepage force, about report 63[M]. 1960. (in Russian)
    [5]
    駒田広也, 金沢紀一. フィルダムの貯水池水位急降下時の非定常浸透流解析および安定解析[J]. 土木学会论文集, 1975, 240(8): 51-62
    KOMADA H, KANAZAWA K. Analysis of unsateady seepage flow and stability of fill dams uder papid drawdown of the water surface level of reservoirs[J]. Proceedings of JSCE, 1975, 240(8): 51-62. (in Japanese))
    [6]
    李君纯. 土石坝工程论文集[M]. 南京: 河海大学出版社, 2006.
    LI Jun-chun. Thesis compilation of embankment dam engineering[M]. Nanjing: Hohai University Press, 2006.
    [7]
    顾淦臣, 沈长松, 岑威钧. 土石坝地震工程学[M]. 北京: 中国水利水电出版社, 2009.
    GU Gan-chen, SHEN Chang-song, CHEN Wei-jun. Earthquake engineering for earthrock dams[M]. Beijing: China Water Power Press, 2009.
    [8]
    林 皋. 土石坝抗震发展现状与评述[M]// <岩土工程学报>创刊30周年纪念文集, 南京: 河海大学出版社, 2009: 118-129.
    LIN Gao. Development status and review of earth dam seismic[M]// Journal of Geotechnical Engineering Essays in Honor of 30th Anniversary, Nanjing: Hohai University Press, 2009: 118-129. (in Chinese))
    [9]
    LINDENBERG J, M de Groot. Overall geotechnical stability investigation[M]// Dikes and Revetments, chap.19. Rijkswaterstaat, Hydraulic Engineering Division, Delft. Rotterdam: AA Balkema, 1998
    [10]
    崔芳鹏, 殷跃平, 许 强, 等. 地震纵横波时差耦合作用的斜坡崩滑响应研究[J]. 岩土工程学报, 2010, 32(8): 1266-1273
    CUI Fang-peng, YIN Yue-ping, XU Qiang,,et al. Collapsing and sliding response of slopes triggered by single and combined action with time difference of P and S seismic waves[J]. Journal of Geotechnical Engineering, 2010, 32(8): 1266-1273. (in Chinese))
    [11]
    曹振中, 袁晓铭, 陈龙伟, 等. 汶川大地震液化宏观现象概述[J]. 岩土工程学报, 2010, 32(4): 645-650
    CAO Zhen-zhong, YUAN Xiao-ming, CHEN Long-wei1,,et al. Summary of liquefaction macrophenomena in Wenchuan Earthquake[J]. Journal of Geotechnical Engineering, 2010, 32(4): 645-650. (in Chinese))
    [12]
    毛昶熙, 段祥宝, 汪自力, 等. 堤防工程手册[M]. 北京: 中国水利水电出版社, 2009.
    MAO Chang-xi, DUAN Xiang-bao, WANG Zi-li,,et al. Levee project manual[M]. Beijing: China Water Power Press, 2009.
    • Related Articles

  • Related Articles

    [1]SHAO Shuai, SHAO Sheng-jun, SHE Fang-tao, LI Jun-qi. Effect of ground fissures on lining structure of tunnels and engineering measures[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 176-180. DOI: 10.11779/CJGE2021S1032
    [2]CHEN Yun, HU Zhi-gang, XU Han. Influence factors and control measures for the density of rockfill by using irrigation method[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 177-181. DOI: 10.11779/CJGE2017S1035
    [3]LIU Bo, NIU Yun-hua, WANG Ke, DAI De-fu. Characteristic analysis and control measures for debris flow in Baitan Gully of Wudongde Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 225-230. DOI: 10.11779/CJGE2016S1042
    [4]TANG Hui, LI Xiao-jun, ZHOU Guo-liang. Measure for eliminating drift instability of multi-transmission formula in solution of scattering problems[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 952-958. DOI: 10.11779/CJGE201605023
    [5]MA Qin, ZHOU Ya-jun. Prevention measures for diffraction flows around H-type steel joint of diaphragm wall[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 233-235. DOI: 10.11779/CJGE2014S2039
    [6]XIN Chun-lei, GAO Bo, ZHOU Jia-mei, SHEN Yu-sheng, QUAN Xiao-juan. Shaking table tests on performances of anti-seismic and damping measures for fault-crossing tunnel structures[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1414-1422. DOI: 10.11779/CJGE201408006
    [7]LI Zong-li, PEI Xiang-hui, LÜ Cong-cong, ZHANG Guo-hui. Reasonable permeability coefficient and engineering measures of concrete lining circle[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1167-1172. DOI: 10.11779/CJGE201406024
    [8]HUANG Qiangbing, PENG Jianbing, FAN Hongwei, YANG Peimin, MEN Yuming. Metro tunnel hazards induced by active ground fissures in Xi’an and relevant control measures[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5): 781-788.
    [9]MA Lifeng, LIU Jiankun, LI Qingwu. Measures for roadbed problems of railways in permafrost regions of Northeast China[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(3): 475-479.
    [10]ZOU Degao, KONG Xianjing, Ling H.I., ZHU Tong. Experimental study on the uplift behavior of pipeline in saturated sand foundation and earthquake resistant measures during an earthquake[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 323-326.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1052) PDF downloads (572) Cited by()
    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