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波致海底缓倾角无限坡滑动稳定性计算分析探讨

刘小丽,  窦锦钟,  英姿,  霍沿东,  张旭

文章导航 > 海洋学报  > 2015 >  37(3): 99-105
刘小丽, 窦锦钟, 英姿, 霍沿东, 张旭. 波致海底缓倾角无限坡滑动稳定性计算分析探讨[J]. 海洋学报, 2015, 37(3): 99-105. doi: 10.3969/j.issn.0253-4193.2015.03.010
引用本文: 刘小丽, 窦锦钟, 英姿, 霍沿东, 张旭. 波致海底缓倾角无限坡滑动稳定性计算分析探讨[J]. 海洋学报, 2015, 37(3): 99-105. doi: 10.3969/j.issn.0253-4193.2015.03.010
shu
Liu Xiaoli, Dou Jinzhong, Ying Zi, Huo Yandong, Zhang Xu. Wave-induced stability analysis on submarine infinite slope with gentle dip angle[J]. Haiyang Xuebao, 2015, 37(3): 99-105. doi: 10.3969/j.issn.0253-4193.2015.03.010
Citation: Liu Xiaoli, Dou Jinzhong, Ying Zi, Huo Yandong, Zhang Xu. Wave-induced stability analysis on submarine infinite slope with gentle dip angle[J]. Haiyang Xuebao, 2015, 37(3): 99-105. doi: 10.3969/j.issn.0253-4193.2015.03.010
shu

波致海底缓倾角无限坡滑动稳定性计算分析探讨

doi: 10.3969/j.issn.0253-4193.2015.03.010
  • 1.

    中国海洋大学 环境科学与工程学院, 山东 青岛 266100;海洋环境与生态教育部重点实验室, 山东 青岛 266100

  • 2.

    中国海洋大学 环境科学与工程学院, 山东 青岛 266100;

基金项目: 国家自然科学基金项目(41272316)。

Wave-induced stability analysis on submarine infinite slope with gentle dip angle

  • 1.

    College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China;Key Laboratory of Marine Environment and Ecology, Ministry of Education, Qingdao 266100, China

  • 2.

    College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China;

    摘要
  • 摘要: 波浪作用下海底无限坡滑动稳定性计算的极限平衡法中,忽略了坡体水平向应力状态的影响,为此,针对波浪作用下海底缓倾角无限边坡的特点,提出直接基于滑动面处土体应力状态的滑动稳定性计算方法(简称应力状态法),并分析了其适用范围。对具体算例的分析表明,应力状态法计算得出的安全系数大于极限平衡法的安全系数,且随着滑动面深度的增加、土体泊松比以及边坡坡角的增大,两种计算方法得出的安全系数的差异会逐渐增大;对于波浪作用下的海底缓倾角无限边坡,在失稳时极可能沿具有一定厚度的滑动带而不是单一的滑动面而滑动,且波致最大剪应力所在的深度,常常不是斜坡体最易失稳滑移的深度。
    Abstract: For wave-induced stability analysis on submarine infinite slopes,the limit equilibrium method generally ignores horizontal stresses acting in the soil deposit. On basis of describing the characteristics of the submarine infinite slope under wave action and considering the soil stress state at the slip surface,this study proposed a stress analysis method to analyze sliding stability of the submarine infinite slope,and discussed the applicable prospect of the method. A case study of a submarine infinite slope has been conducted by both of the limit equilibrium method and the proposed stress analysis method. The results have shown that the factor of safety by the stress analysis method is greater than that of the limit equilibrium method,and the differences of factors obtained by the two methods become larger with increasing depth of the slip surface,Poisson ratio of the soil deposit and dip angle of the infinite slope. For a submarine infinite slope with gentle dip angle under wave action,it may slide along a slip zone rather than a single slip surface under unstable state,and the depth for the maximum shear stress does not generally indicate the most instability location of the infinite slope.
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    • 参考文献(16)
  • 叶银灿. 中国海洋灾害地质学[M]. 北京:海洋出版社,2012. Ye Yingcan. Marine hazard geology[M]. Beijing: China Ocean Press,2012.
    Leynaud D,Mienert J,Nadim F. Slope stability assessment of the Helland Hansen area offshore the mid-Norwegian margin[J]. Marine Geology,2004,213(1/4): 457-480.
    张亮,栾锡武. 南海北部陆坡稳定性定量分析[J]. 地球物理学进展,2012,27(4): 1443-1453. Zhang Liang,Luan Xiwu. Quantitative analysis of submarine slope stability on the northern slope of the South China Sea[J]. Progress in Geophsics,2012,27(4): 1443-1453.
    杨作升,陈卫民,陈彰榕,等. 黄河口水下滑坡体系[J]. 海洋与湖沼,1994,25(6): 573-581. Yang Zuosheng,Chen Weimin,Chen Zhangrong,et al. Subaqueous landslide system in the Huanghe River (Yellow River) delta[J]. Oceanologia et Limnologia Sinica,1994,25(6):573-581.
    甘华阳,王家生,胡高韦. 海洋沉积物中的天然气水合物与海底滑坡[J]. 防灾减灾工程学报,2004,24(2): 177-181. Gan Huayang,Wang Jiasheng,Hu Gaowei. Submarine landslide related to natural gas hydrate within benthal deposit[J]. Journal of Disaster Prevention and Mitigation Engineering,2004,24(2): 177-181.
    Henkel D J. The role of waves in causing submarine landslides[J]. Geotechnique,1970,20(1): 75-80.
    王树青,梁丙臣. 海洋工程波浪力学[M]. 青岛:中国海洋大学出版社,2013. Wang Shuqing,Liang Bingchen. Wave mechanics for ocean engineering[M]. Qingdao: China Ocean University Press,2013.
    Wright S G,Dunham R S. Bottom stability under wave induced loading [C]//Proceeding 4th Annual Offshore Technology Conference,Houston,1972: 853-862.
    LHeureux J S,Vanneste M,Rise L,et al. Stability,mobility and failure mechanism for landslides at the upper continental slope off Vesteralen,Norway[J]. Marine Geology,2013,346: 192-207.
    Ikari M J,Strasser M,Saffer D M,et al. Submarine landslide potential near the megasplay fault at the Nankai subduction zone[J]. Earth and Planetary Science Letters,2011,312: 453-462.
    顾小芸. 粘质海底稳定性实例分析[J]. 工程地质学报,1996,4(1):32-38. Gu Xiaoyun. Case study of clayey seabottom stability[J]. Journal of Engineering Geology,1996,4(1):32-38.
    叶银灿,陈锡土,宋连清,等. 浙江北部岛屿海域土体稳定性研究[J]. 东海海洋,1996,14(1):1-18. Ye Yincan,Chen Xitu,Song Lianqing,et al. A study for the seafloor sediment stability around the island areas of northern Zhejiang Province[J]. Donghai Marine Science,1996,14(1):1-18.
    Hampton M A,Lee H J,Locat J. Submarine landslides[J]. Reviews of Geophysics,1996,34(1): 33-59.
    Lade P V. Static instability and liquefaction of loose fine sandy slopes[J]. Journal of Geotechnical Engineering,1992,118(1): 51-71.
    Yamamoto T. Sea bed instability from waves [C]//Proceeding 10th Annual Offshore Technology Conference,Houston,1978: 1819-1828.
    GEO-SLOPE International Ltd. Stress-deformation modeling with Sigma/W 2007[M]. Canada: GEO-SLOPE International Ltd,2008.
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