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门架式水力插板桩的抗滑移稳定性分析 总被引：1，自引：0，他引：1
门架式水力插板桩是1种新型的空间挡土结构,其抗滑移稳定性计算目前尚无成熟方法.文中给出了直角坐标系下门架式水力插板桩抗滑移稳定性计算的简化Bishop积分方法和安全系数表达式,并编制了安全系数计算程序.通过1个算例,将此方法的计算结果与GEO-Slope有限元软件的计算结果进行了比较,表明了该方法是可行的.探讨了土体内摩擦角、粘聚力、桩入土深度和双排桩间距对结构稳定性的影响,得出了当土体的内摩擦角和粘聚力较小时,应通过增加桩的入土深度来提高门架式水力插板桩的抗滑移稳定性等一些有意义的结论. 相似文献
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研究门架式水力插板桩的抗倾覆稳定性,以确定其入土深度和工程安全以及工程造价。通过对目前较常用双排桩的稳定性计算分析,提出了1种新的桩土整体抗倾覆稳定计算模型,即将双排桩和桩间土视为1个整体,考虑双排桩桩间土的剪切破坏面随双排桩入土深度的变化,给出了门架式水力插板桩抗倾覆稳定性计算方法。并通过1个实例计算,验证了本文计算方法的可行性和一些有意义的结论。 相似文献
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黄河三角洲海岸侵蚀与防护技术 总被引：4，自引：0，他引：4
黄河过去每年平均有lO亿多吨泥沙入海，淤积塑造了黄河三角洲，然而20世纪90年代以来由于水沙锐减甚至断流干河，造成海岸严重蚀退。分析了黄河三角洲目前海岸蚀退的3种状况；推荐采用水力插板柱坝新技术建设防潮堤；提出了黄河三角洲海岸工程建设应注意的问题。 相似文献
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本文介绍透空沉箱插板式消波堤(Ⅰ型和Ⅱ型)的设计及模型试验的初步成果。文中附有图表。本文对反射率、透过率、作用波压力、堤顶喷水与越浪等情况作了分析。试验证明透空沉箱插板式消波堤具有自重轻,消浪性能比较好,反射率和透过率低,越波量小等优点。 相似文献
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首先,使用叶素动量理论对所设计的室内试验用小型水平轴潮流能水力涡轮叶片模型进行初步计算,获得其性能参数,此后借助NUMECA软件,采用三维计算流体动力学(CFD)方法对水平轴水力涡轮进行三维水动力分析,得到其性能曲线,最后通过试验水槽进行模型试验,对BEM计算结果和CFD计算结果进行验证,结果表明:叶素动量理论和CFD方法均能对水力涡轮性能进行有效预测,且CFD方法具有更高的精度;此外,根据CFD方法得到叶片表明的压力分布,根据空化条件可知,该水力涡轮会发生空化。 相似文献
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采用超声水位和PIV流速测量技术,对不同水力坡度下非淹没丁坝近区的水流结构进行了试验研究。结果表明,随着水力坡度的降低,在坝头处,紊动强度较大的区域逐渐向主流区及上游扩散;在坝后,跌水最低点逐渐下移,漩涡中心向丁坝侧边壁靠近。回流区长度与宽度的变化和水力坡度的变化无明显对应关系,但坝头近壁区的流速与坝后回流区的长度及宽度存在高度响应的线性关系。研究成果揭示了丁坝在不同水力坡度下调整水流结构的机理,同时对各家测量得到的回流区长度不等有了较明确的答案,为工程中丁坝的设计及河道岸线的规划提供了科学依据。 相似文献
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目前公认的深海采矿系统是利用管道水力将深海底矿石提升到海面采矿船上。由于受海底破碎条件和废水排放环境要求,输送的深海矿石粒径较粗。粗颗粒具有极易沉积的特点,输送参数也较难确定。通过自行设计的管道水力输送模拟系统,研究了不同浓度、粒径、速度条件下粗颗粒在水平管道中的运动状态及阻力损失的变化规律。研究结果表明:(1)随固液两相流流速的增大,水力坡度呈现规律性变化,且阻力损失的变化规律与粗颗粒运动状态存在一定的关系;(2)通过引入管道附加损失与福氏数,建立了颗粒运动状态与阻力损失之间的定量关系,提出了粗颗粒在水平管道水力输送条件下流态分区的判定标准;(3)分析了管道附加损失的影响因素,提出了管道附加损失的计算公式。研究结果为粗颗粒管道水力输送系统参数设计提供依据。 相似文献
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深水防波堤周围流场存在复杂的紊动变化,防波堤较容易发生失效破坏。本文利用PIV技术,基于模型实验,对规则波作用下防波堤周围的速度流场及其涡流特性进行了实验研究,获得了规则波流场的瞬时速度分布。通过对不同型式防波堤在不同的水力条件下的波浪流场实验数据的分析,定量地研究了防波堤堤身水域的涡旋流场的水力特性。 相似文献
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波浪引起的海床不稳定性是海洋工程中需要考虑的重要问题。在对现有波致海床滑动稳定性计算方法进行分析的基础上,提出了一种波致海床滑动稳定性计算的全应力状态法,将其与现有计算方法进行了对比分析,并进一步研究了波致砂土海床和软土海床的滑动失稳特征。结果分析表明,全应力状态法在波致海床滑动稳定性分析中具有较好的适用性。对于砂土海床,其滑动稳定性受饱和度的影响较大,且当海床计算厚度约为0.2倍波长时对应的滑动深度最大。波浪作用下坡度不超过2°的均质软土海床,其最危险滑动面的位置仅与波长有关,其滑动深度约为0.21倍波长,滑动面半弦长约为0.33倍波长;海床表面的波压力数值只影响其安全系数的大小,而不影响其滑动深度。 相似文献
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By using the modified pseudo-dynamic method for submerged soils this paper explores the seismic stability of seawall for the active condition of earth pressure. Different forces such as seismic active earth pressure, seismic inertia forces of the wall, non-breaking wave pressure, hydrostatic and hydrodynamic pressures are considered in the stability analysis. Limit equilibrium has been used, and expressions for the factor of safety against sliding and overturning mode of failure have been proposed. The proposed methodology overcomes the limitations of existing pseudo-dynamic method for submerged soils. A detailed parametric study has been conducted by varying different parameters and results are presented in the form of design charts for computation of factor of safety against sliding and overturning mode of failures. It was noticed that the influences of soil friction angle, seismic acceleration coefficient, wall inclination and excess pore pressure are significant when compared to the other parameters. The value of factor of safety against the sliding mode of failure is increasing by about 62% when the value of soil frictional angle is increased from 30° to 40°. It was also found that the factor of safety against overturning mode of failure is decreasing by about 22% as the value of excess pore pressure ratio increases from 0 to 0.75. The proposed method with closed-form solutions can be used for the seismic design of seawalls. 相似文献
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《Applied Ocean Research》2007,29(1-2):37-44
The paper pertains to a study of analysing a waterfront retaining wall under the combined action of tsunami and earthquake forces. The stability of the waterfront retaining wall is assessed in terms of its sliding and overturning modes of failure. Pseudo-static approach has been used for the calculation of the passive seismic earth pressure. Hydrodynamic pressure generated behind the backfill due to shaking of the wet backfill soil is considered in the analysis. Tsunami force is considered to be an additional force acting on the upstream face of the wall and is calculated using a simple formula. It is observed that the factor of safety in sliding mode of failure decreases by about 70% when the ratio of tsunami water height to initial water height is changed from 0.375 to 1.125. Variations of different parameters involved in the analysis suggest sensitiveness of the factor of safety against both the sliding and overturning modes of failure of the wall and provides a better guideline for design. 相似文献
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Kathryn M. Scanlon 《Geo-Marine Letters》1984,4(1):1-4
The first continuous overview of a large segment of the continental slope and rise off the northeastern United States has been obtained using the GLORIA II long-range sidescan-sonar system. Extensive dissection by canyon and gully systems and evidence of possible large-scale sediment sliding are seen on the slope. The style and degree of incision, as well as the numbers and locations of canyons, have been found to differ significantly from previously published maps. It is suggested that the slope is a significant source of the sediment that has been deposited on the rise, and that some abrupt changes in the courses of canyons may be the result of local structural control. 相似文献
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利用纵振换能器的纵向振动与换能器前盖板的弯曲振动相耦合原理，采用纵振换能器与声反射器配合，研制出一种适应在复杂海洋声信道进行高速率传输，具有低频，宽带，大功率等优点的水声换能器。 相似文献
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WANG Yuanzhan 《中国海洋工程》2001,(2):205-216
The possible motions of a caisson breakwater under dynamic load excitation include vibrating, vibrating-sliding and vibrating-rocking motions. The models of vibrating motion and vibrating-sliding motion have been proposed in an early paper. In this paper, a model of vibrating-rocking motion of caisson breakwaters under breaking wave impact is presented, which can be used to simulate the histories of vibrating-rocking motion of caisson breakwaters. The effect of rocking motion on the displacement, rotation, sliding force and overturning moment of breakwaters is investigated. In case the overturning moment exceeds the stability moment of a caisson, the caisson may only rock. The caisson overturns only in case the rocking angle exceeds the critical angle. It is shown that the sliding force and overturning moment of breakwaters can be reduced effectively due to the rocking motion. It is proposed that some rocking motion should be allowed in breakwater design. 相似文献
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Dong Hyawn KIM 《海洋工程》2017,31(3):317-321
Evaluating the expected sliding distance of a vertical slit caisson breakwater is proposed. Time history for the wave load to a vertical slit caisson is made. It consists of two impulsive wave pressures followed by a smooth sinusoidal pressure. In the numerical analysis, the sliding distance for an attack of single wave was shown and the expected sliding distance during 50 years was also presented. Those results were compared with a vertical front caisson breakwater without slit. It was concluded that the sliding distance of a vertical slit caisson may be over-estimated if the wave pressure on the caisson is evaluated without considering vertical slit. 相似文献
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This paper describes a new device for measuring seabed sliding resistance in situ, and provides an associated interpretation procedure. The device is designed to use a work class ROV as a testing platform to allow measurements to be obtained without use of a specialized geotechnical survey platform. The measurements are to assist pipeline design or analysis of the sliding resistance of other on-bottom infrastructure such as anchor chains. The device has been trialled using three tools: a flat plate, a cylindrical pipe section and a length of chain. The tools are dragged axially along the seabed using the ROV thrusters or a separate hydraulic actuator. An interpretation technique has been developed to estimate the passive resistance mobilized by the faces of the tools to eliminate end effects and to account for shape effects such as wedging. Onshore-trial tests were performed in a bed of dry sand. The individual tools exhibited different overall coefficients of friction, but the back-analysis method yielded equal interface friction angles acting on all three devices, indicating internal consistency. The interface friction angle also matched shear box test results. These outcomes confirm the correct operation of the device in drained seabed conditions, and yield useful information on the sliding resistance of pipes and chains. In addition, the back-analysis method allows measurements from one shape of tool to be used to estimate the response of other objects. 相似文献
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海底滑坡会对海洋工程结构物造成严重破坏。滑移速度和距离是量化和分析海底滑坡的两个重要参数。目前BING等计算方法在模拟水下土体流动方面存在局限性,因此通过建立考虑土体固结和侵蚀效应的控制方程,选用摩擦流变模型,采用SPH深度积分算法,对海底滑坡进行了模拟研究。对比不同水深、坡度、接触摩擦系数和侵蚀率条件下的滑移体的速度、高度、长度的时程曲线,整理了最大滑移距离和速度,讨论变化规律。研究成果可为海底滑坡灾害预警和海底管线路由选址提供技术参考。 相似文献
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Deep-Water Sedimentary Characteristics and Response in the Reed Area of the Southern South China Sea
Zheng Hong-Bo Yan Pin Yan-Lin Wang Yu-Qing Xing 《Marine Georesources & Geotechnology》2016,34(2):162-168
Many researchers have focused on the characteristics of tectonic evolution in the Reed area of the southern South China Sea, but there has been little research focusing on deep-water sedimentary characteristics. Seismic data acquired in the Reed area have been processed and analyzed; representative deep-water sedimentary patterns, such as sediment waves, deep-water channels, slumping, and sliding mass, can be clearly distinguished from these seismic profiles. Combining this data with the geological setting and seafloor topography of the research area, it can be concluded that deep-water channels, slumping, and sliding depositions which have developed on the continental slope of the northeast Reed basin were formed by gravity flow, and the sediment waves which occur in the west and northwest Reed basin have been generated by deep-water bottom current. 相似文献