共查询到18条相似文献，搜索用时 125 毫秒
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对MADE KYUN河三角洲海底斜坡所在区域地形地貌、地层岩性等进行阐述分析,结合调查资料确定了斜坡坡体组成与特征:该斜坡坡体主要为淤泥、淤泥质黏土,厚度6~9m。基于GEO-SLOPE软件的SLOPE/W模块计算斜坡稳定性安全系数并确定最危险滑动面,利用BING软件的Herschel-Bulkley模型、双线型模型对最危险滑动面的滑移距离进行模拟预测。数值分析结果表明:在考虑孔隙水压力的情况下,4种计算方法得到的稳定性系数均有所下降,M-P法计算得到的斜坡稳定性安全系数为0.606,处于不稳定状态;2种模型计算得到的滑移距离分别为207和213m,峰值滑移速率分别为7.80和9.33m/s,会对较大范围的海底管道等海底设施造成破坏性影响。 相似文献
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海洋灾害地质因素中,虽然海底滑坡发生频率不高、但造成的灾害损失往往会较严重,斜坡的稳定性受众多因素综合影响,且各因素对斜坡稳定性的影响程度存在差异,其敏感性分析一直是国内外研究的重要内容。本文以曹妃甸深槽海底斜坡为研究对象,分析了水下斜坡稳定性的影响因素。应用滑坡稳定性分析软件Geo-Slope对黏聚力、内摩擦角、重度、坡度等内在敏感因素以及地震动参数、附加荷载和波高这3个外在敏感因素进行了单因素敏感性分析,认为内在因素中内摩擦角最为敏感,外在因素中地震动参数的敏感度最高。通过对水下斜坡稳定性影响因素及其敏感性分析,可为海底滑坡的防治规划提供依据。 相似文献
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《海洋地质前沿》2021,(5)
天然气水合物主要赋存于低温高压下的海底沉积物层中,当周围环境的温度或者压力发生变化时,其稳定性会受到破坏,诱发坍塌、海底滑坡等地质灾害,对钻井平台、海底电缆等造成巨大破坏。结合南海北部海底陆坡的实际地震资料,首先获得了符合实际情况的储层属性参数,然后基于改进的地质力学模型,获得了相应的力学模型参数,利用孔隙压力平衡方程计算得到地层的有效应力,对天然气水合物分解诱因的海底滑坡的数值模拟,基于强度折减法讨论分析了初始水合物分解量、水合物分解总量等因素引起的水合物储层变化的力学响应,获得了对应的安全系数,实现了水合物分解对海底边坡稳定性影响的分析,为今后水合物开采过程中可能诱发边坡失稳的程度及失稳位置分布预测提供了指导和帮助。 相似文献
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波浪作用下海底斜坡滑动稳定性分析中,一般未考虑海底坡度引起的波浪浅水效应,即不考虑波浪在斜坡面上的变形导致的波压力变化,降低了其计算结果的可靠性。本文基于沿斜坡面传播的线性波浪理论,考虑波浪的浅水效应,利用波浪与重力作用下海底斜坡的有效应力场,计算海底斜坡滑动稳定性安全系数。在验证海底斜坡滑动稳定性计算结果可靠性的基础上,分析了坡度对海底斜坡瞬态波浪响应及其滑动失稳特征的影响。结果表明,由于波浪沿斜坡面传播的浅水效应,相对于水平海床,波浪作用下斜坡最大瞬态应力和孔隙水压力随着坡度的增加基本呈线性增加趋势,最大水平位移呈非线性增加趋势;相比于坡底水平段海床的滑动区,斜坡面上滑动区的深度和水平方向滑动范围均有所增加,且坡度越大,这种效应越显著;相比于饱和海床,非饱和条件下,坡度对斜坡体滑动特征的影响程度有所降低。 相似文献
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海洋资源开发引起海底软黏土的结构性破坏,导致土体强度弱化,在百年一遇的极端波浪作用时极易发生斜坡海床的局部失稳甚至大范围海底滑坡,给海洋工程建设和正常运营带来严重影响。目前,主要采用极限平衡法评价这类海底斜坡,但该法只能给出近似解。基于极限分析上限方法,推导了极端波浪诱发的波压力对斜坡海床的做功功率,建立了外力功与内能耗散率平衡方程;利用最优化方法,结合数值积分和强度折减技术,求解了不同时刻的斜坡海床稳定性系数,并针对扰动后的斜坡海床开展了有限元解的对比验证。在此基础上,深入探讨了不同波浪参数(波长、波高和水深)和坡长小于一个波长等极端条件下的海底斜坡稳定性。 相似文献
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AbstractVolume change during natural gas hydrate dissociation is important for calculation of excess pore pressure and corresponding submarine slope stability. A short discussion is presented here to the paper of Wang et al. including some notes about the standard condition and parameters used in their model. This discussion calls attention to the wrong use of standard temperature and pressure during calculation of volume change, excess pore pressure, and submarine slope stability. 相似文献
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AbstractWith the continuous expansion of energy demand, the deep-water continental slope in the northern South China Sea has become one of the significant offshore oil and gas exploration regions. The frequent occurrence of marine geological hazards in this region, especially submarine landslides, can cause serious damage to engineering facilities. However, there have been few studies on the stability of the northern continental slope of the South China Sea; these studies mainly focused on a specific submarine slope or small-range evaluation, resulting in a lack of large-scale and quantitative understanding. Hence, considering the variation in the physical and mechanical properties of marine soils with depth, formulas for calculating the safety factor of submarine slopes by an infinite sliding model are established, and the factors affecting slope stability such as soil properties, slope gradient and horizontal seismic action are systematically investigated. Using GIS techniques, the terrain slope gradients and a historical seismic database of the northern South China Sea are obtained. Combined with soil mechanical parameters, a regional stability evaluation of the northern continental slope is carried out. Furthermore, the distribution of risk zones is given. On the whole, under strong seismic action, large-scale submarine slope instability occurs and must be highly considered when assessing risk. This achievement is of great significance to engineering sites, route selection and engineering risk assessment. 相似文献
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De-feng Zheng Bo Liu Min Liu Ping Yin Yan-dong Huo 《Marine Georesources & Geotechnology》2019,37(1):116-127
The exploration and exploitation of marine georesources ordinarily disturbs the submarine soft clay surrounding construction areas and leads to a significant decrease in the shear strength of structured and sensitive clayey soils in submarine slopes. Under wave action, local slides can even trigger large-scale submarine landslides, which pose a serious threat to offshore infrastructure such as pipelines and footings. Therefore, accurately evaluating the stability of submarine sensitive clay slopes under wave-induced pressure is one of the core issues of marine geotechnical engineering. In this paper, a kinematic approach of limit analysis combined with strength reduction technique is presented to accurately evaluate the real-time stability of submarine sensitive clay slopes based on the log-spiral failure mechanism, where external work rates produced by wave-induced pressure on slopes are obtained by the numerical integration technique and then are applied to the work-energy balance equations. The mathematical optimization method is employed to achieve the safety factors and the critical sliding surfaces of submarine slopes at different time in a wave cycle. On this basis, the stability of submarine sensitive clay slopes under various wave parameters is systematically investigated. In particular, extreme wave conditions and special cases of slope lengths no more than one wavelength are also discussed. The results indicate that waves have some negative effects on the stability of submarine sensitive clay slopes. 相似文献
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Haitao Zhang Jinfeng Bi Gaofeng He Zijing Guo 《Marine Georesources & Geotechnology》2013,31(4):467-476
ABSTRACTThe purpose of this paper is to analyze the stability of submarine slope during the natural gas hydrate dissociation. A model is deduced to calculate the excess pore fluid pressure. In addition, a new method is proposed to define and calculate the factor of safety (FoS) of the submarine slope. Case study is also performed, results of which show that dissociation of hydrates would decrease the stability of submarine slope. If the cohesion of the hydrate-bearing sediments is small, the submarine slope would become unstable because of the shear failure. If the cohesion of the hydrate-bearing sediments is large enough, the tensile failure would happen in the hydrate-bearing sediments and the excess pore pressure may explode the submarine slope. Under the drained condition, the submarine slope may remain stable because the buildup of excess pore fluid pressure could not take place. Moreover, FoS would be underestimated by the assumption that natural gas hydrates dissociate in the horizontally confined space, but would be overestimated by only taking into account of the base of the natural gas hydrate-bearing sediments. The compressibility factor of natural gas should also be considered because treating natural gas as ideal gas would underestimate the stability of submarine slope. 相似文献
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The properties of marine sediments vary spatially, and the undrained shear strength of marine clay increases linearly with depth because of depositional processes and the effective overburden pressure. To evaluate the stability of submarine slope considering the spatial variability of soil strength, the random field discretized by the Karhunen-Loève expansion is combined with the limit equilibrium method to conduct reliability analysis. For simplicity, our physical model does not include many complexities such as the effects of excess pore water pressure on the stability of submarine slopes. Stability estimates of the infinite slope model, under both static and seismic loading, are made with three types of one-dimensional stationary or non-stationary random fields. The two-dimensional slope model is also analyzed, where the shear strength varies with the positions of the strips because of the discrete random-field function for the soil material. In submarine slope reliability analysis, the non-stationary random field of the linearly increasing soil strength is used, instead of the commonly used stationary one. To obtain the failure probability through Monte Carlo simulations, a novel response surface method based on Gaussian process regression is introduced to build the surrogate model. The computational efficiency is significantly increased, because there is a considerable reduction of calls of the deterministic analysis. Therefore, the proposed method makes the prediction of submarine landslides which are usually rare events with very small probabilities more efficient. 相似文献
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利用重力资料探讨冲绳海槽海底断裂构造 总被引：4，自引：0，他引：4
根据小比例尺重力资料直接研究海底断裂构造困难较大。本文用频谱分析、平滑滤波、解析延拓、水平求导、相关分析、莫霍面计算等方法对重力资料进行处理分析,结果表明,冲绳海槽发育了北西和北北东向两组断裂构造,构成了断裂体系。 相似文献
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Stability design of submarine pipelines is a very important procedure in submarine pipeline engineering design. The calculation of hydrodynamic forces caused by waves and currents acting on marine pipelines is an essential step in pipeline design for stability. The hydrodynamic forces-induced instabilities of submarine pipelines should be regarded as a wave/ current-pipeline-seabed interaction problem. This paper presents a review on hydrodynamic forces and stability research of submarine pipelines under waves and currents. The representative progress including the improved design method and guideline has been made for the marine pipelines engineering design through experimental investigations, numerical simulations and analytical models. Finally, further studies on this issue are suggested. 相似文献