阳江抽水蓄能电站岩体水压致裂综合测试与应用研究   总被引：2，自引：0，他引：2  

王汇明  王著杰  戴兵国 《地质力学学报》2008,14(2):168-175

阳江抽水蓄能电站的输水隧洞围岩承受最大静内水压力高达7.83MPa, 因此原地应力状态、围岩自身承载能力及高压透水性状等对工程的科学设计不可或缺。测量结果表明, 工程区现今地壳应力场的总体特征为:水平主应力为最大主应力, 最大水平主应力的优势方向为NW-NWW向; 厂房和高压岔管区围岩的最大主应力值一般为14.5±0.5MPa, 最小主应力值一般为9±0.5MPa; 围岩自身的抗载强度一般为10~14MPa; 在8~10MPa高压力作用下围岩基本不透水。洞室围岩物理力学参数的这些测试成果, 为工程的科学设计提供了可靠依据。   相似文献   

乞盖淖湖湖床垂向渗透系数试验研究   总被引：4，自引：2，他引：2       下载免费PDF全文

尹立河  李瑛  窦妍  崔旭东  黄金廷 《盐湖研究》2009,17(3):23-28

地下水与湖水的转化必须要通过湖床沉积物,因此湖床渗透系数是评价湖水与地下水定量转化关系的基础。以内蒙古伊金霍洛旗乞盖淖湖为例,首先分析了湖床沉积物的颗粒组成,然后利用现场渗透试验方法进行了野外试验,计算了湖床的垂向渗透系数。湖床沉积物粒径分析结果表明,湖床沉积物以粉细沙为主。湖床垂向渗透系数计算结果表明,各测点的平均垂向渗透系数介于0．83～13．59cm／d,表明乞盖淖湖床垂向渗透性能在空间上具有非均质性。该研究为定量计算地下水与湖水的转化关系提供了基础参数。  相似文献   

Heterogeneous characteristics of streambed saturated hydraulic conductivity of the Touchet River,south eastern Washington,USA   总被引：1，自引：0，他引：1  

Randal Leek  Joan Q. Wu  Li Wang  Timothy P. Hanrahan  Michael E. Barber  Hanxue Qiu 《水文研究》2009,23(8):1236-1246

Traditionally a streambed is treated as a layer of uniform thickness and low saturated hydraulic conductivity (K) in surface‐ and ground‐water studies. Recent findings have shown a high level of spatial heterogeneity within a streambed and such heterogeneity directly affects surface‐ and ground‐water exchange and can have ecological implications for biogeochemical transformations, nutrient cycling, organic matter decomposition, and reproduction of gravel spawning fish. In this study a detailed field investigation of K was conducted in two selected sites in Touchet River, a typical salmon spawning stream in arid south eastern Washington, USA. In‐stream slug tests were conducted to determine K following the Bouwer and Rice method. For the upper and lower sites, each 50 m long and 9 m wide and roughly 20 m apart, a sampling grid of 5 m longitudinally and 3 m transversely was used. The slug tests were performed for each horizontal coordinate at 0·3–0·45, 0·6–0·75, 0·9–1·05 and 1·2–1·35 m depth intervals unless a shallower impenetrable obstruction was encountered. Additionally, water levels were measured to obtain vertical hydraulic gradient (VHG) between each two adjacent depth intervals. Results indicated that K ranged over three orders of magnitude at both the upper and lower sites and differed between the two sites. At the upper site, K did not differ significantly among different depth intervals based on nonparametric statistical tests for mean, median, and empirical cumulative distribution, but the spatial pattern of K varied among different depth intervals. At the lower site, K for the 0·3–0·45 m depth interval differed statistically from those at other depth intervals, and no similar spatial pattern was found among different depth intervals. Zones of upward and downward water flow based on VHG also varied among different depth intervals, reflecting the complexities of the water flow regime. Detailed characterization of the streambed as attempted in this study should be helpful in providing information on spatial variations of streambed hydraulic properties as well as surface‐ and ground‐water interaction. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

地震动空间变异性对千米级斜拉桥结构随机地震反应的影响   总被引：2，自引：0，他引：2  

武芳文  赵雷 《地震工程与工程振动》2009,29(5)

基于随机振动理论,以苏通长江公路大桥为背景,对超大跨度斜拉桥在随机地震荷载作用下的动力响应展开研究,详细分析地震动空间变化特性对千米级斜拉桥结构动力响应的影响.研究结果表明:相干效应对主梁纵向弯矩影响比较大,尤其是中跨部位;而局部场地效应相对影响较小.对于主梁轴力而言,行波效应影响较为显著,主梁轴力的最大值增大约70%之多,但对竖向剪力并无突出影响.与一致激励比较,行波效应使得跨中竖向位移均方根增大约74%,相干效应为60%,而局部场地效应为13%.对于不同的内力和位移响应,地震动空间变化特性的影响程度和规律不尽相同,必须区别对待,具体问题具体分析.  相似文献   

用于核工程地震安全性评价的中小地震水平向加速度反应谱衰减关系研究   总被引：1，自引：0，他引：1  

赵凤新  王海江  张郁山 《中国地震》2009,25(3)

利用美国西部的中小地震记录对基岩场地条件下的中小地震水平向地震动多阻尼加速度反应谱的衰减关系进行了初步研究,并分析了震级与距离对中小地震水平向地震动加速度反应谱衰减规律的影响.  相似文献   

A new definition of strong motion duration and related parameters affecting the response of medium–long period structures     

Ioannis M. Taflampas  Constantine C. SpyrakosIoannis A. Koutromanos 《Soil Dynamics and Earthquake Engineering》2009

This study presents a new definition of the strong motion duration combining the alternative bracketed and significant duration definitions. Based on the time integral of the absolute ground velocity, a new index is defined, as cumulative absolute displacement (CAD), and used to estimate the strong motion duration. The proposed bracketed-significant duration t_bs is found to be well correlated with the strong motion part of the records, especially in the case of near-source events. The duration t_bs and the CAD index are used to assess the anticipated structural behavior of medium–long period structures.  相似文献   

Identifying rock blocks based on hierarchical rock-mass structure model     

NengXiong Xu 《中国科学D辑(英文版)》2009,52(10):1612-1623

Rock-masses are divided into many closed blocks by deterministic and stochastic discontinuities and engineering interfaces in complex rock-mass engineering. Determining the sizes, shapes, and adjacent relations of blocks is important for stability analysis of fractured rock masses. Here we propose an algorithm for identifying spatial blocks based on a hierarchical 3D Rock-mass Structure Model (RSM). First, a model is built composed of deterministic discontinuities, engineering interfaces, and the earth’s su...  相似文献   

稀性泥石流的平均运动速度研究   总被引：1，自引：0，他引：1  

余斌 《地震学刊》2009,(5):541-548

泥石流的运动速度是泥石流动力学研究中最重要的参数。稀性泥石流是常见也是危害较大的泥石流类型,准确而简洁地计算稀性泥石流的运动速度非常重要。现有的稀性泥石流平均速度经验公式,在使用上和适用地区上还存在一些问题。本文通过分析一系列稀性泥石流观测资料中的体积浓度与稀性泥石流的运动速度和阻力特征的关系,得出了一个新的计算稀性泥石流平均运动速度的经验公式,该公式能适应各种类型的泥石流沟,适用于一般急流的稀性泥石流;对于缓流稀性泥石流,计算值与观测值相比偏大,但很接近;不适用于缓慢稀性泥石流。本文提出的经验公式,使用简洁,计算稳定,与其他方法计算的稀性泥石流平均运动速度很接近。该速度计算经验公式也适用于稀性泥石流堆积扇上游沟道,但对于堆积扇上的速度,计算值偏大,且越往堆积扇的下游,偏差越大。  相似文献   

粉砂地基深基坑渗透破坏研究   总被引：3，自引：0，他引：3  

冉龙  胡琦 《岩土力学》2009,30(1):241-245

在地下水丰富的砂土和粉土地区进行深基坑开挖,坑内降水施工或渗漏引起的渗透破坏问题是威胁基坑稳定性和周围环境的主要因素。通过模型试验结合数值模拟,研究了土体密实度、黏聚力、内摩擦角、桩土界面摩擦特性以及围护结构插入深度等因素对临界水力梯度以及渗透破坏模式的影响。研究表明,发生渗透破坏时的水力坡降不仅与土的密实度有关,还与土性、强度指标、桩表面粗糙度以及围护结构的插入深度等因素有关,这些结论为实际基坑工程分析提供了指导。  相似文献   

复杂层状岩层隧道塌方原因分析与加固后信息化施工技术   总被引：13，自引：0，他引：13  

陈秋南  赵明华  周国华  黄胜平  周应麟 《岩土力学》2009,30(3):650-653

关口垭隧道右洞Yk73+955～Yk73+925段在施工过程中出现塌方,从层状岩层分布、偏压和雨水侵蚀作用以及前期地质勘测欠准确等方面分析塌方原因,结合工程具体情况,比较分析超前小导管和长大管棚处理方案的优缺点,选择超前小导管预注浆辅以工字钢处理塌方区,在处理段增设监测断面,通过监测隧道的收敛位移和拱顶下沉量以及钢拱架的内力反映隧道围岩的稳定状况,量测结果表明,在一定时间内围岩达到稳定,表明采用超前小导管预注浆方法处理隧道塌方区效果良好。  相似文献