倾斜基岩上的边坡破坏模式和稳定性分析   总被引：6，自引：0，他引：6  

徐光明  邹广电  王年香 《岩土力学》2004,25(5):703-708

应用离心模型试验对工程中被颇为关注的带有与边坡走向一致的倾斜基岩面,且在该基岩面存在软弱夹层的边坡的稳定性和破坏模式进行了比较详细地研究,并用极限平衡分析方法对试验结果进行了计算分析。模型试验结果表明,该类边坡失稳时,紧贴岩面的软弱夹层就成为滑动破坏面,因而边坡整体沿基岩面向下滑动,且侧向水平位移各处基本一致,表现出典型的平移滑动破坏模式。将稳定安全系数的实测结果与按平移滑动破坏模式的极限平衡分析方法的计算结果相比较后发现,两者相当地吻合,证实了按平移滑动破坏模式所作的极限平衡分析,能良好地预测边坡平移滑动破坏情形下的稳定安全系数。  相似文献   

含液各向异性多孔介质应变局部化分析   总被引：4，自引：0，他引：4  

张洪武  周雷  黄辉 《岩土力学》2004,25(5):675-680

工程中的含液多孔介质如饱和或非饱和岩土材料往往具有各向异性特性。采用Rudnicki建立的针对岩土材料的各向异性本构模型,对轴对称压缩试验中的含液多孔介质骨架的各向异性力学行为进行了分析;基于不连续分叉理论,导出了静态非渗流条件下处于轴对称应力状态的含液多孔介质应变局部化发生的临界模量、剪切带方向以及不连续速度矢量的显式表达式,在此基础上计算并讨论了材料参数变化和孔隙液体存在对各向异性多孔介质应变局部化的影响。  相似文献   

高速公路中红砂岩滑坡特征及整治   总被引：8，自引：5，他引：3  

袁从华  倪俊 《岩土力学》2004,25(5):745-748

高速公路中红砂岩切方边坡失稳普遍存在。通过对两条高速公路边坡的调查研究和整治设计可以看出,边坡失稳主要与砂岩层面顺坡向、风化及节理发育程度有关外,还与地表形态、地表水下渗条件等密切有关。分析这些因素,为以后类似边坡工程积累经验,减少边坡开挖造成滑坡,对从事类似工程的设计施工,监理人员有参考作用。  相似文献   

土坡稳定分析圆弧法的解析解及应用   总被引：2，自引：1，他引：1  

李同录  李萍  郑书彦 《煤田地质与勘探》2004,32(5):29-31

土坡稳定性分析的圆弧条分法的原理简单,公式简洁,至今仍被工程界广泛应用。但该方法的具体计算过程烦琐,在搜索最危险滑动面时,每给定一个滑动面,都要重新确定分条的边界、高度、宽度和分条数目等参数;而且要反复试算,存在着不确定性。为此,笔者曾提出了搜索最危险滑动面的一种方法,本文结合该方法对圆弧法作了进一步推导。首先是将地面线用分段直线方程表示,将滑动面用一圆弧方程表示,这样可以将原公式中的求和部分化为积分式,从而推导出了求解稳定系数的解析式,进一步推导出用于具有后缘拉裂的边坡稳定性计算式。   相似文献   

镇扬大桥工程区域稳定性的初步评价   总被引：5，自引：2，他引：3  

汪明武  罗国煜 《水文地质工程地质》2000,27(3):40-42

本文在对镇江至扬州长江公路大桥工程的区域构造背景和地震活动分析基础上,基于优势面理论评价了桥址区优势活动性断裂,以及对其地震活动周期、地震丛集和地震危险性作了进一步探讨研究,为实际工程的设计奠定了基础。  相似文献   

昆明王大桥房屋地基开裂变形机理及稳定性研究     

符必昌  黄英 《水文地质工程地质》2000,27(2):23-26

昆明王大桥房屋地基开裂变形是在脆弱的地质环境条件下,未经工程勘察,盲目大兴土木,破坏生态环境而造成工程危害的典型实例。本文根据该地特殊的环境、破坏性的工程活动及房屋建筑开裂变形后进行勘察所获得的丰富翔实的工程地质资料,对该处房屋建筑变形机理进行了综合性分析研究,并对其发展趋势作出预测。  相似文献   

复合土钉支护技术在基坑支护工程中的应用——以广州地区为例   总被引：6，自引：0，他引：6  

汤风林  林希强 《现代地质》2000,14(1):100-104

复合土钉支护技术是在土钉支护结构中复合其他土体加固技术的综合支护技术 ,是近年来在城市建筑深基坑支护工程中发展起来的一种具有中国特色的土钉支护技术。通过工程实例讨论了广州地区复合土钉支护工程中使用的基本支护结构、施工技术和工艺流程 ,并在此基础上提出了建议和意见  相似文献   

重庆市丰都县弹子台水库工程地质问题     

［］　张倬元  王士天  王兰生  等.工程地质分析原理 《山地学报》2000,18(Z1):78-82

根据室内外大量调查测试资料,对重庆市丰都县弹子台水库特殊的工程地质问题,进行了阐述和深入系统分析,所得结论为该水库的论证和设计提供了依据。  相似文献   

Tidal Vorticity around a Coastal Promontory     

Moon-Jin Park  Dong-Ping Wang 《Journal of Oceanography》2000,56(3):261-273

The vorticity generation around a coastal promontory is examined using a transport vorticity equation. The complete vorticity balance analysis is made for the transient and residual vorticity generations around an idealized, symmetric promontory. The topographic vorticity tendency is found to be the dominant forcing term in the production of transient tidal vorticities. This result is different from the previous works which emphasized the effects of lateral and bottom frictions. The residual vorticity balance is between advection and topographic vorticity tendency. The model results are consistent with the observations off Gay Head, Massachusetts. Also, the stability of a promontory as well as the offshore sand bank formation are studied by examining the sand transport pattern around the promontory. Strong deposition occurs off the tip of the promontory while erosion occurs along the upstream slope of the promontory suggesting that an originally symmetric promontory tends to incline cyclonically from the axis normal to the tidal stream. Such tendency is indeed found among coastal promontories.  相似文献   

Stress resistance strategy in an arid land shrub: interactions between developmental instability and fractal dimension     

J. Escs  C. L. Alados  F. I. Pugnaire  J. Puigdefbregas  J. Emlen 《Journal of Arid Environments》2000,45(4):325

This paper investigates allocation of energy to mechanisms that generate and preserve architectural forms (i.e. developmental stability, complexity of branching patterns) and productivity (growth and reproduction) in response to environmental disturbances (i.e. grazing and resource availability). The statistical error in translational symmetry was used to detect random intra-individual variability during development. This can be thought of as a measure of developmental instability caused by stress. Additionally, we use changes in fractal complexity and shoot distribution of branch structures as an alternate indicator of stress. These methods were applied to Anthyllis cytisoides L., a semi-arid environment shrub, to ascertain the effect of grazing and slope exposure on developmental traits in a 2×2 factorial design. The results show that A. cytisoides maintains developmental stability at the expense of productivity. Anthyllis cytisoides was developmentally more stable when grazed and when on south-facing, as opposed to north-facing slopes. On the contrary, shoot length, leaf area, fractal dimension and reproductive-to-vegetative allocation ratio were larger in north- than in south-facing slopes. As a consequence, under extreme xeric conditions, shrub mortality increased in north-facing slopes, especially when not grazed. The removal of transpiring area and the reduction of plant competition favoured developmental stability and survival in grazed plants. Differences between grazed and ungrazed plants were most evident in more mesic (north-facing) areas.  相似文献