大连开发区大小窑湾港址区域及场地稳定性研究     

范晓军  宋东升 《东北地震研究》2010,26(1):12-18

本文在分析区域地质新构造运动、地震及工程地质资料的基础上,对大连经济技术开发区大小窑湾港址的区域及场地稳定性作了研究,认为该区属次不稳定区,对场地而言,缓丘,红粘土砾石段和粘性土等地段为稳定性较好的地段。  相似文献   

基于条分模式的边坡可靠度近似计算方法   总被引：1，自引：0，他引：1  

颜永国  陈健 《地震学刊》2010,(3):315-319

通过对边坡稳定分析方法中的条分理论和响应面法的研究,针对边坡可靠性计算往往没有明确的解析表达式,以及稳定性系数计算方法和响应面法（RSM）的特点,将响应面法中的有限元数值模拟以条分模式中的稳定性系数隐式方程的迭代计算方法代替,建立了条分模式下的边坡可靠性计算的极限状态方程,从而形成了一种新的边坡稳定可靠性响应面分析方法。本文提出的改进的响应面法原理简单,计算效率较高并具有一定的精度,适用于对边坡可靠度的近似计算。  相似文献   

下蜀土边坡地震稳定性的大型振动台试验研究（Ⅰ）——模型试验设计   总被引：1，自引：0，他引：1  

陈新民  沈建  魏平  杨杰 《地震学刊》2010,(5):497-502

为研究下蜀土边坡的地震稳定性,选用天然下蜀土,按照Meymand的相似法则,对一坡高为0.5m、宽度为1.05m、坡角为45°的模型边坡进行了几何相似常数为20的1g大型振动台模型试验详细设计。首先,运用数值模拟的方法确定了模型边坡尺寸适当的边界范围,模型边坡地基厚度、坡脚前缘和坡肩后缘长度均取为0.5m;其次,按照确定的模型几何尺寸设计了符合试验要求的模型箱,其内壁净尺寸（长×宽×高）为1500mm×1050mm×1100mm,属刚性模型箱,且不会与模型边坡发生共振;最后,制定了包括加速度和位移在内的数据量测策略,运用拟静力法求得下蜀土边坡平均屈服加速度为0.561g,综合确定了地震动峰值（PGA）按0.1g、0.3g、0.6g和0.9g的顺序逐级加载的原则,并制定了详细的试验步骤,从而可保障试验得到可靠的结果。  相似文献   

爆破地震波作用下尾矿坝的有限元动力分析   总被引：1，自引：0，他引：1  

张峰  郭晓霞  杨昕光  邵磊 《地震学刊》2010,(3):281-286

为了了解某钼矿进行爆破采矿是否会对近距离的尾矿坝产生破坏作用,结合实际勘探资料,在二维静力非线性有限元分析的基础上,进行爆破地震波作用下坝体的动力反应分析,综合研究了动位移、动应力和加速度时程等关键物理量变化的规律性,并在此基础上进一步结合试验资料对坝体进行了液化判断及稳定性分析。分析结果表明,该钼矿在规定的爆心距、药量范围内进行爆破采矿时,相邻的尾矿坝是安全稳定的。本文的研究结果对爆破设计、现场采矿及尾矿坝体运行维护均具有一定的指导意义。  相似文献   

The role of biophysical interactions within the ijzermonding tidal flat sediment dynamics     

Annelies De Backer  Carl Van Colen  Magda Vincx  Steven Degraer 《Continental Shelf Research》2010

This paper focuses on the importance of biophysical interactions on short-term and long-term sediment dynamics. Therefore, various biological (macrobenthos, photopigments, colloidal EPS) and physical parameters (grain size, water content, sediment stability, bed level) were determined (bi)monthly in nine sampling plots on the IJzermonding tidal flat (Belgium, 51°08′N, 2°44′E) during three consecutive years (July 2005–June 2008). Results showed that sediment stability varied on the short timescale and was directly influenced by biota, while bed level varied mainly on the long-term due to interannual variability. The short-term dynamic relationships between mud content, water content, fucoxanthin and macrobenthos density resulted in a seasonal mud deposition and erosion cycle, and directly influenced sediment stability. Moreover, macrobenthos was proven to be the most important parameter determining sediment stability. On the long-term, a shift was observed from high fucoxanthin/chla concentration, high mud content and zero to moderate densities of Corophium volutator towards low fucoxanthin/chl a and mud content and high Corophium densities, which resulted in a transition from net accretion to net erosion. However, most measured variables proved to be poor predictors for these long-term bed level changes, indicating that external physical forces, such as waves and storminess, probably were the most important factors triggering long-term sediment dynamics. Nevertheless, biota indirectly influenced bed level changes by mediating short-term changes in sediment stability, thereby influencing the erodability of the sediment. The macrobenthos, and especially the mud shrimp Corophium, was suggested as the (indirect) driving destabilising factor for the sampling plots in the IIzermonding when considering the long-term evolution.  相似文献   

The erosion rates of cohesive sediments in Venice lagoon,Italy     

Carl L. Amos  G. Umgiesser  C. Ferrarin  C.E.L. Thompson  R.J.S. Whitehouse  T.F. Sutherland  A. Bergamasco 《Continental Shelf Research》2010

The stability of cohesive sediments from Venice lagoon has been measured in situ using the benthic flume Sea Carousel. Twenty four stations were occupied during summertime, and a sub-set of 13 stations was re-occupied during the following winter. Erosion thresholds and first-order erosion rates were estimated and showed a distinct difference between inter-tidal and sub-tidal stations. The higher values for inter-tidal stations are the result of exposure that influences consolidation, density, and organic adhesion. The thresholds for each state of sediment motion are well established. However, the rate of erosion once the erosion threshold has been exceeded has been poorly treated. This is because normally a time-series of sediment concentration (C) and bed shear stress (τ₀(t)) is used to define threshold stress or cohesion (τ_crit,z) and erosion rate (E). Whilst solution of the onset of erosion, τ_crit,0, is often reported, the evaluation of the erosion threshold variation through the process of erosion (eroded depth) is usually omitted or not estimated. This usually leads to assumptions on the strength profile of the bed which invariably has no credibility within the topmost mm of the bed where most erosion takes place. It is possible to extract this information from a time-series through the addition of a step in data processing. This paper describes how this is done, and the impact of this on the accuracy of estimates of the excess stress (τ₀(t)–τ_crit,z) on E.  相似文献   

一种基于特征子空间的多用户盲分离算法     

唐玲  宋弘  陈明举 《成都信息工程学院学报》2010,25(4):351-354

提出了一种基于特征子空间的多用户盲分离算法。算法首先估计出信号源的导向矢量,然后再利用ESB算法进行波束形成,解决了当存在多个用户时权值收敛于单一用户的问题,可以在不知道信号先验知识的情况下对来自不同方向上的独立信号进行有效的分离。算法不需要进行繁琐的Gram—Schmidt正交化处理,并且在盲分离信号的基础上还可以估计出信号的波达方向。计算机仿真结果表明,分离出来的信号与源信号的相关系数均大于0．99,证实了算法的有效性。  相似文献   

基于中分辨率成像光谱仪数据的洋面云检测新方法的研究   总被引：1，自引：0，他引：1  

郭金伟  许丽生  邓小波  丁继烈  刘海磊 《成都信息工程学院学报》2010,25(3):252-255

提出了一种利用中分辨率成像光谱仪热红外窗区通道数据进行云、晴空分离的新方法。该云检测算法从热红外窗区通道亮温出发,并结合水汽廓线,运用水汽规度法计算规度因子的值,利用规度因子的数值状态实现分离云和晴空,从而达到云检测的目的。经过大量的实验,并将结果与中分辨率成像光谱仪官方云检测产品作对比分析,结果表明准确率为91％,算法具有可行性。  相似文献   

葡萄山公路隧道通风机房洞室群施工力学分析          下载免费PDF全文

丁葆琛  靳晓光  罗亮  贺喜 《水文地质工程地质》2010,37(2):65-69

在长大隧道施工过程中,通风机房洞室群的施工是整个隧道施工过程的关键。本文借助ANSYS通用软件,结合葡萄山特长公路隧道通风机房洞室群开挖施工过程,建立了基于D-P准则的非线性三维有限元分析模型,对通风机房洞室群在施工过程中围岩的稳定性进行了研究。以应力和位移变化最为明显的送风通道轴线剖切模型所得到的断面为例,分析了施工步的变化及各支洞的开挖对主隧道位移、应力和塑形区的影响,并与隧道监控量测资料进行了对比分析,得到了计算位移与监测资料比较一致的结论,为隧道通风机房洞室群优化设计和安全施工提供了依据。  相似文献   

温庄尾矿库堆坝模型试验及坝体稳定性分析   总被引：1，自引：0，他引：1  

邓涛  万玲  魏作安 《岩土力学》2011,32(12):3647-3652

以温庄尾矿库为工程背景,通过室内堆坝模型试验,获得到了在坝体堆积过程中尾矿颗粒在库内沉积分布特征、浸润线的变化规律等基础资料。在此基础上,以多孔介质有效应力理论为依据,建立了多孔介质流-固耦合数学模型,利用有限元软件ABAQUS对该库尾矿坝的应力场与渗流场进行了分析,获得了坝体内的应力场及孔隙压力的分布规律,研究成果可为尾矿库的设计、施工和安全生产提供技术支撑。  相似文献