| 曹妃甸海底深槽斜坡稳定性分析与评价 |
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| 引用本文： | 褚宏宪,方中华,史慧杰,高小惠.曹妃甸海底深槽斜坡稳定性分析与评价[J].海洋工程,2016,34(3):114-122. |
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| 作者姓名： | 褚宏宪 方中华 史慧杰 高小惠 |
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| 作者单位： | 1. 国土资源部海洋油气资源与环境地质重点实验室 青岛海洋地质研究所，青岛 6071; 2. 海洋国家实验室海洋矿产资源评价与探测技术功能实验室， 青岛 266061;1. 国土资源部海洋油气资源与环境地质重点实验室 青岛海洋地质研究所，青岛 6071; 2. 海洋国家实验室海洋矿产资源评价与探测技术功能实验室， 青岛 266061;1. 国土资源部海洋油气资源与环境地质重点实验室 青岛海洋地质研究所，青岛 6071; 2. 海洋国家实验室海洋矿产资源评价与探测技术功能实验室， 青岛 266061;1. 国土资源部海洋油气资源与环境地质重点实验室 青岛海洋地质研究所，青岛 6071; 2. 海洋国家实验室海洋矿产资源评价与探测技术功能实验室， 青岛 266061 |
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| 基金项目： | 国家自然科学基金项目（41276060）；国家专项（GZH201200504） |
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| 摘 要： | 海底斜坡稳定性受风暴潮、海底地震等诸多不确定因素影响,易发生失稳破坏,产生较大的海洋地质灾害。简要介绍海底斜坡稳定性分析方法,建立曹妃甸深槽典型斜坡计算模型,确定了模型计算的海底地形参数、地层结构参数、土体物理力学参数等指标,利用GEO-SLOPE斜坡分析软件进行海底斜坡稳定性定量计算,分析了工程建设前自然状态下以及在大规模工程建设后海底斜坡稳定性,并模拟分析了在大风浪和地震等极端条件下斜坡的稳定性,确定了海底斜坡失稳空间特征。首次采用数值计算对曹妃甸海底斜坡稳定性进行定量分析评价,可以为类似近海建设工程提供重要的参考作用。
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| 关 键 词： | 海底深槽 斜坡稳定性 GEO-SLOPE软件 安全系数 曹妃甸 |
Analysis and evaluation on the slope stability of Caofeidian deep trough |
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| CHU Hongxian,FANG Zhonghu,SHI Huijie and GAO Xiaohui.Analysis and evaluation on the slope stability of Caofeidian deep trough[J].Ocean Engineering,2016,34(3):114-122. |
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| Authors: | CHU Hongxian FANG Zhonghu SHI Huijie and GAO Xiaohui |
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| Institution: | 1. Key Laboratory of Marine Hydrocarbon Resources and Environmental Geology, Ministry of Land Resources, Qingdao Institute of Marine Geology, Qingdao 266071, China; 2. Laboratory for Marine Mineral Resources, Qingdao National Laboratory for Marine Science;1. Key Laboratory of Marine Hydrocarbon Resources and Environmental Geology, Ministry of Land Resources, Qingdao Institute of Marine Geology, Qingdao 266071, China; 2. Laboratory for Marine Mineral Resources, Qingdao National Laboratory for Marine Science;1. Key Laboratory of Marine Hydrocarbon Resources and Environmental Geology, Ministry of Land Resources, Qingdao Institute of Marine Geology, Qingdao 266071, China; 2. Laboratory for Marine Mineral Resources, Qingdao National Laboratory for Marine Science;1. Key Laboratory of Marine Hydrocarbon Resources and Environmental Geology, Ministry of Land Resources, Qingdao Institute of Marine Geology, Qingdao 266071, China; 2. Laboratory for Marine Mineral Resources, Qingdao National Laboratory for Marine Science |
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| Abstract: | The submarine slope in stability due to many uncertain factors, such as storm surge and undersea earthquake, may produce large marine geological disasters. This paper briefly introduces the submarine slope stability analysis method. To build up the computer mode of Caofeidian typical deep trough slope, the model calculation parameters are determined, such as submarine topography parameters, formation structure parameters, soil strength parameters and so on. Using GEO SLOPE analysis software for submarine slope stability quantitative calculation, the submarine slope stability in natural state before and after large-scale engineering construction is analyzed, and simulation is made of the slope stability under extreme conditions, such as large waves and earthquakes, to determine the spatial characteristics of submarine slope instability. In this paper, by using numerical simulation technology for the first time, the quantitative calculation of Caofeidian submarine slope stability is made, and the results can also be used for the design of other similar coastal projects. |
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| Keywords: | submarine deep trough slope stability GEO-SLOPE safety coefficient Caofeidian |
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