地下结构对工程场地地震动场的影响     

朱小乔  楼梦麟  孔祥海 《震灾防御技术》2011,6(1):49-58

本文以日本神户市地铁大开站为工程背景,应用大型通用有限元ANSYS软件,分别建立了自然条件下的工程场地土层和建有地下车站结构的土层的二维有限元分析模型。计算了基岩一致地震动输入模式下2个土层模型的动力反应。通过将2个土层模型的动力反应进行比较分析,讨论了地下结构对工程场地地震动场的影响。分析结果表明,日本神户地铁大开站的存在对其邻近区域土层的地震反应有影响,但影响有限。  相似文献   

玉溪市萝卜子地水源地地下水允许开采量评价   总被引：1，自引：0，他引：1  

陈炜 《云南地质》2007,26(2):242-248

萝卜子地供水水源地,水文地质条件较复杂。利用多年地下水动态及抽水试验资料上,进行基岩富水地段地下水的补给量计算,以补给量作为该水源地的允许开采量合理。  相似文献   

地下管线元数据建设探讨     

李黎  李剑 《现代测绘》2006,29(1):29-30,32

本文介绍了武汉市地下管线信息系统时,为了解决海量数据的管理和查询等问题,进行了有针对性的元数据建设,并详细介绍了元数据的具体内容。  相似文献   

Analysis of rock drainage and cooling experiments for underground cryogenic LNG storage     

Sung-Soo Cha  Kang-Kun Lee  Gwang-Ok Bae  Dae-Hyuck Lee  Nicolas Gatelier 《Engineering Geology》2007,93(3-4):117-129

Hydrogeological monitoring was conducted around a pilot cavern for underground cryogenic LNG (Liquefied Natural Gas) storage. The monitoring was mainly focused on the operation of a drainage and recharge system. After the operation of the drainage system commenced, the drainage rate decreased rapidly in the initial stages and then decreased gradually. Hydrogeological monitoring revealed that the rock drainage system operated effectively. During drainage, the water table was maintained below the cavern roof. The recharge for ice-ring formation was performed in two phases. The first phase involved the cessation of pumping in downward-drainage holes and the second involved the closure of upward boreholes. Since the water table was maintained below the cavern roof, artificial recharge was planned at first. However, it was not implemented due to heavy rainfall in the recharge stage. On the basis of hydrogeological monitoring and hydraulic tests, it was found that the fractures above the roof and on the right wall of the pilot cavern mainly affected seepage into the cavern and thermal variation due to the storage of liquid nitrogen. Thermal variation was examined by the thermometers installed around the pilot cavern. The cooling and thawing processes reveal the characteristics of thermal distribution in the rock and the 0 °C isotherm. The cooling phase lasted for six months, and the 0 °C isotherm progressed in time after the injection of liquid nitrogen into the cavern. The isotherm propagated up to about 4 m from the floor and the sidewall of the cavern and about 3 m from the cavern roof. The cooling rate of the rock mass above the cavern roof was lower than that of the other cavern sides due to the gaseous space in the upper part of the containment. The fractures were analyzed and considered for thermal modeling. A two-dimensional finite element analysis was performed to compare the field monitoring at the pilot cavern. The numerical modeling shows the distance between the ice ring and heat transfer pattern of the fractures around the pilot cavern. The propagation of the measured and calculated 0 °C isotherm reveals that the water-conveying joint on the right wall might affect thermal propagation through a thermal pipe.  相似文献   

山西及其邻区地下流体强震中期和中短期预测时间方法研究          下载免费PDF全文

范雪芳  王吉易  张淑亮  马朝晖 《地震工程学报》2007,29(2):177-182

收集观测连续、动态稳定的井(泉)的水位、水氡观测资料,选择适合中期和中短期的异常提取方法,对大同6.1和张北6.2级地震前的水位、水氡异常进行分析,依据统计资料给出了山西及其邻区强震地下流体中期和中短期发震时间预测的指标与方法。  相似文献   

甘肃礼县盐关井水位短临异常与滇北强震的关系          下载免费PDF全文

姚玉霞  王建荣  田继孝 《地震工程学报》2007,29(2):197-199

在分析了甘肃礼县盐关井水位20多年来的异常变化与邻近地区发生中强地震的对应关系基础上,着重就18年来井水位出现两次较大幅度的负异常与相距1000 km多的云南禄劝1985年6.1级地震和云南大姚2003年6.2级地震的对应关系进行了探讨,认为该井很可能是滇北两个震区强震的“穴位”和灵敏点。  相似文献   

山西洪洞ML5.0地震前后临潼台流体异常特征     

王新  赵小茂  何崇君 《山西地震》2006,(3):17-20

采用滤波、拟合、去周期、五日均值等方法,对临潼台水氡、水温、水溶气资料进行了分析处理,得到以下认识:用提取异常方法对原始曲线进行处理后,地震前兆异常更加明显与突出,这些异常均属于短期和临震前兆异常;临潼台流体对2003年山西洪洞ML5.0地震有明显反映,其原因一方面由于此次地震距临潼台较近,另一方面也反映了临潼台所处构造位置比较特殊,位于映震的灵敏位置。  相似文献   

地下管线源数据处理方法的研究     

翁必华 《现代测绘》2003,26(5):15-17

为了保障顺利建设上海市地下管线数据库．需要对现存的地下管线的源数据进行一些技术处理，以满足数据入库的要求。本文主要个绍：笔者在从事地下管线源数据处理工作中，碰到的现存的上海市地下管线源数据对于建设上海市地下管线数据库所存在的一些问题：以及笔者利用Autodesk公司的AutoCAD二次开发工具开发的应用程序来处理这些问题的方法。  相似文献   

Geotechnical and geoenvironmental characteristics of man-made underground structures in Cappadocia, Turkey     

mer Aydan  Re at Ulusay 《Engineering Geology》2003,69(3-4):245-272

Underground cities and semi-underground settlements, most of which are 1500 years at least, exist in the Cappadocia Region of Turkey. These man-made rock structures are carved in soft tuffs and the best examples of long-term performance of man-made structures in the field of rock engineering. The tuffs also have good thermal isolation properties to be used as housing and storage of foods. In this article, the authors are only concerned with physical and short-term mechanical characteristics due to the wide-spectrum of the theme and the in situ characterization of the Cappadocia tuffs, and the results of investigations are presented. In addition, a critical overview on possible engineering geological problems at Cappadocia with mechanical aspects of historical and modern rock structures and their implications in rock engineering is made. From the experimental results in the field, it is evident that the engineering characteristics of these rocks do not show significant changes in vertical and horizontal directions. However, they are prone to atmospheric conditions. In addition, temperature and humidity measurements at different floors of the underground cities and various parts of semi-underground settlements indicated that variations in climatic conditions of the openings are very small when compared to those outside the ground surface.  相似文献   

地下工程围岩分类模糊推理系统设计   总被引：3，自引：0，他引：3  

孙建国  李天斌  黄润秋  王芳其 《工程地质学报》2003,11(3):269-274

将现场获取的影响地下工程围岩分类的几种主要因素视为判别围岩类别论域上的模糊子集,利用建立的地下工程围岩分类模糊逻辑推理系统对围岩类别进行模糊逻辑推理运算,获得与实际情况相一致的围岩类别的判定,直接为地下工程的信息化设计和施工提供依据。  相似文献