岩土力学 ›› 2022, Vol. 43 ›› Issue (S2): 541-552.doi: 10.16285/j.rsm.2021.1835

• 数值分析 • 上一篇    下一篇

波浪作用下近海滑坡机制模型试验与 数值模拟研究

单治钢1,高上2,孙淼军1,陈雨雪2,李利平2,成帅2,周宗青2   

  1. 1. 中国电建集团华东勘测设计研究院有限公司,浙江 杭州 311122;2. 山东大学 齐鲁交通学院,山东 济南 250002
  • 收稿日期:2021-11-01 修回日期:2022-01-20 出版日期:2022-10-10 发布日期:2022-10-10
  • 通讯作者: 孙淼军,男,1987年生,博士后,高级工程师,主要从事岩土工程稳定性评价、地质灾害防治等方面的科研工作。E-mail: sunmj2@hdec.com E-mail:shan_zg@hdec.com
  • 作者简介:单治钢,男,1965年生,学士,正高级工程师,主要从事海洋地质灾害识别与评价方面的研究和工程实践。
  • 基金资助:
    中国电建集团华东勘测设计研究院科技项目(No.KY2018-ZD-01-06-2019)。

Physical model tests and numerical simulations to determine mechanism of offshore submarine landslides under effect of sea waves

SHAN Zhi-gang1, GAO Shang2, SUN Miao-jun1, CHEN Yu-xue2, LI Li-ping2, CHENG Shuai2, ZHOU Zong-qing2   

  1. 1. Power China Huadong Engineering Corporation, Hangzhou, Zhejiang 311122, China; 2. School of Qilu Transportation, Shandong University, Jinan, Shandong 250002, China
  • Received:2021-11-01 Revised:2022-01-20 Online:2022-10-10 Published:2022-10-10
  • Supported by:
    This work was supported by the Science and Technology Project of PowerChina Huadong Engineering Corporation(KY2018-ZD-01-06-2019).

摘要: 以舟山群岛朱家尖滑坡为工程依托,针对波浪对近海海底边坡失稳破坏的影响问题,研发了大型水槽类近海海底滑坡物理模型试验装置,搭建了以波分复用技术为基础的光纤监测系统,开展了波浪作用下近海海底滑坡模型试验,揭示了波浪引起边坡模型内部孔隙水压力、位移变化规律以及边坡模型表面流速变化规律,分析了波浪作用下近海海底滑坡触发机制以及灾变过程。同时基于 SPH 数值模拟,针对海底滑坡灾变演化过程,开展了波浪作用下海底边坡的滑动堆积特性研究。试验结果表明:海底边坡在波浪的持续作用下,边坡底部最先发生破坏,伴随着时间的推移,边坡发生失稳破坏,海底滑坡发生时,边坡中部及以下的位置位移发生突变,边坡顶部滑移距离相对较小;波浪对海底边坡的位移和孔隙水压力同时产生影响。边坡失稳破坏时,边坡位移与孔隙水压力均出现突变现象,但孔隙水压力突变时间略早于位移突变时间。同时基于朱家尖地质剖面I的滑坡模拟,初步得到了朱家尖近海海底滑坡的滑动堆积特征,形成了一套适用于波浪作用下近海海底滑坡的试验技术与方法,对近海海底滑坡现场研究有重要的指导意义及参考价值。

关键词: 海底滑坡, 模型试验, 波浪作用, 稳定性分析

Abstract: Based on the Zhujiajian landslide in Zhoushan Islands, this paper developed a large-scale water tank-like physical model test device for investigating the influence of waves on the instability and failure of offshore submarine slopes, and built a wave division multiplexing technology-based fiber inspection system. The model test of the offshore submarine landslide under the action of waves was carried out, the variation law of pore water pressure and displacement in the slope model caused by waves was revealed, and the variation law of the surface velocity of the slope model was analyzed. Based on the SPH numerical simulation, the research on the sliding accumulation characteristics of the submarine slope under the action of waves was carried out to understand the catastrophic evolution process of the submarine landslide. Results showed that under the continuous action of waves, the bottom of the submarine slope was the first to be damaged, and then the slope became unstable and was damaged with the time elapsed. When a submarine landslide occurred, the displacement in the middle location of the slope and below changed abruptly, while the slip distance at the top of the slope was relatively small; waves affected the displacement and pore water pressure of the submarine slope simultaneously. When the slope was destabilized and damaged, the slope displacement and the pore water pressure changed suddenly, but the time of the sudden change of pore water pressure was slightly earlier than that of the displacement. Meanwhile, based on the landslide simulation of Zhujiajian geological profile I, the sliding accumulation characteristics of Zhujiajian offshore submarine landslides were preliminarily obtained. A set of test techniques and methods suitable for offshore submarine landslides under the action of waves has been established, which provides important guiding significance and reference values for the field research of offshore submarine landslides.

Key words: submarine landslide, model test, wave action, stability analysis

中图分类号: P730
[1] 来志强, 白盛元, 陈林, 邹维列, 徐书岭, 赵连军, . 环式管袋堆场蓄淤脱水特性试验研究[J]. 岩土力学, 2025, 46(9): 2805-2815.
[2] 黄大维, 卢文剑, 罗文俊, 余珏, . 盾构隧道同步注浆对砂土地层竖向位移与周围土压力影响试验研究[J]. 岩土力学, 2025, 46(9): 2837-2846.
[3] 宋伟涛, 张佩, 杜修力, 林庆涛, . 土性对浅埋盾构隧道施工地层响应影响研究[J]. 岩土力学, 2025, 46(7): 2179-2188.
[4] 梁庆国, 李景, 张崇辉, 刘彤彤, 孙志涛, . 基底均匀膨胀作用下黄土−泥岩复合地层隧道衬砌力学响应研究[J]. 岩土力学, 2025, 46(6): 1811-1824.
[5] 杨柏, 覃超, 张银海, 王威, 肖世国, . 下伏溶洞的高嵌岩比基桩承载特性模型试验[J]. 岩土力学, 2025, 46(6): 1839-1850.
[6] 刘红帅, 杨健生, 宋东松, 孙强强, . 近场脉冲和非脉冲地震动作用下干砂场地响应的离心振动台模型试验研究[J]. 岩土力学, 2025, 46(5): 1429-1441.
[7] 石湛, 章铁军, 李美香, 陶司记, 伯音, 李云波, . 泥水平衡盾构仓内水平冻结温度场的模型试验[J]. 岩土力学, 2025, 46(5): 1534-1544.
[8] 柴红涛, 文松霖, . 组合荷载作用下桩基承载力屈服包络线特性离心模型试验研究[J]. 岩土力学, 2025, 46(5): 1556-1562.
[9] 任一青, 陈保国, 任国卿, 杨振忠, 徐方. 涵顶-涵侧减载条件下高填方箱涵施工期受力特性[J]. 岩土力学, 2025, 46(4): 1153-1162.
[10] 孙文超, 王君豪, 徐文杰, 董晓阳, 任禾, 王洪兵, 张学杰, 王恒威, . 基于物质点法的高速公路弃渣场稳定性及 灾害动力学分析[J]. 岩土力学, 2025, 46(3): 991-1000.
[11] 曹虎, 张广清, 李世远, 汪文瑞, 谢彭旭, 孙伟, 李帅, . 基于断裂过程区的压裂驱油水力裂缝 扩展模型及应用[J]. 岩土力学, 2025, 46(3): 798-810.
[12] 裴媛媛, 龙建辉, 郭师苡, 安成纪, 翁杭雨, 张吉宁, . 不同荷载作用下折角式加筋土挡墙应力-应变特征模型试验研究[J]. 岩土力学, 2025, 46(2): 539-550.
[13] 吴学震, 夏亚歆, 李大勇, 游先辉, 单宁康, 肖贞科, 陈祥, . 新型劲性水泥土组合桩内界面抗剪强度试验研究[J]. 岩土力学, 2025, 46(2): 467-478.
[14] 王兵, 胡小波, 孔楠楠. 真空联合电渗加固超细颗粒疏浚土试验研究[J]. 岩土力学, 2025, 46(11): 3523-3533.
[15] 刘文静, 邓辉, 周昕. 地震作用下含双层韧性剪切带高陡岩质边坡动力响应研究[J]. 岩土力学, 2025, 46(11): 3534-3548.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!