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131.
地铁隧道开挖引起地表塌陷分析   总被引:6,自引:1,他引:6  
深圳富水软弱地层地铁隧道开挖中出现的工作面失稳及由此引起的地表塌陷是地铁安全施工中极其重要的方面,对施工安全、进度都有较大影响,同时也对整个工程造成巨大的经济损失。通过对深圳地铁Ⅰ期工程土建施工中全线部分暗挖标段出现的工作面失稳、地表塌陷工程实践和现场监测结果分析,特别着重对连续2次出现地表塌陷的3A标暗挖隧道研究,从隧道上覆地层物理力学性质参数、地层变形监测分析及施工工艺原因3方面阐述了地表塌陷的原因。明确提出剪切破坏线和失水空洞区的概念,确定出引发地表塌陷的主导因素为施工工艺原因。建议针对该类地层条件,应做好超前地质预报.适当调整预加固参数.加强隧道结构和地表的动态变形监测,施工技术人员做到准确了解施工现场动态,及时调整施工工艺参数,以保证隧道的安全施工。分析结果对深圳地铁Ⅱ期工程施工及类似地层条件地下工程施工提供科学预测、预防地表塌陷的方法和技术措施,达到地铁隧道施工中经济效益与安全施工的统一。  相似文献   
132.
对雅砻江某电站的水样进行多元统计分析,水样的八个指标Q型聚类,对地表水及地下水进行了水文地质初步分类,主因子分析反映了与地下水形成作用有关的三个重要的水文地球化学作用,即岩溶作用、黄铁矿的氧化作用以及地下水的溶滤作用。结合多元统计结果以及本区的水文地质条件,对地下水系进行了分类。  相似文献   
133.
大兴安岭地区浅覆盖层对地面伽马能谱测量的影响   总被引:1,自引:2,他引:1  
讨论在大兴安岭地区进行地质填图中浅覆盖层对伽马能谱测量的影响问题。通过放射性元素的取样分析、岩石—土壤的矿物分析以及实测剖面分析,得知了伽马能谱测量的影响因素,从而为应用伽马能谱测量解决地质填图中的问题提供了依据。  相似文献   
134.
The moderate magnitude Chamoli earthquake that occurred in the Garhwal Higher Himalaya, in the early hours of March 29, 1999, caused intense damage to the ground and mountain slopes of the Alaknanda–Mandakini river valley and adjoining region. A systematic survey of this induced damage was conducted immediately after the earthquake occurred. Prominent shallow cracks of significant length, negligible width and indeterminate vertical extent, conspicuously tensile in nature, with little or no slip across the crack planes, were observed in the ground at several places along the surveyed route. These cracks had formed in the dynamic phase of the Chamoli earthquake process that is in the period of time during which the earthquake-generated seismic waves were passing through the geographic region of interest. However, we use the theory of earthquake-induced static (or long time) stress changes to visualize such cracks at some selected sites where ground damage was relatively more intense and varied to suggest lower bound estimates of the dynamic stress contributions of the main shock for their formation.Based on the results of our analysis we conclude that, just prior to the earthquake occurrence, under the influence of the local ambient stress field, the ground at these sites was already near failure in tension. To this, in its dynamic phase, the Chamoli earthquake induced stress perturbations, having, across the planes of the cracks, (i) shear components which were nearly equal and opposite to similar components of the ambient stress field and (ii) normal (tensile) components, necessary for triggering tensile failure of the ground. The σ3 (or minimum principal stress) component of the resultant perturbed failure stress field thus became sufficiently tensile while the transverse stresses became sufficiently insignificant. This facilitated formation of major tensile cracks in the ground there. Our static estimates of the tensile stress changes at the different sites are, in essence, estimates of the minimal triggering stress perturbations that was provided by the Chamoli earthquake in the dynamic state for the formation of the tensile cracks there.  相似文献   
135.
This paper presents an attenuation relationship of peak ground acceleration (PGA) derived from Turkish strong motion data for rock, soil and soft soil sites and an iso-acceleration map of Turkey based on this relationship. For the purpose, among all the three-component accessible records, 221 records from 122 earthquakes that occurred in Turkey between 1976 and November 2003 were selected. The database was compiled for earthquakes with moment magnitudes (Mw) and PGA values ranging between 4.1 and 7.5, and 20 and 806 gal, and distances to epicenter considered in the database were between 5 and 100 km. From the regression analysis of the data, an attenuation equation of PGA considering rock, soil and soft soil conditions was developed. The PGA values predicted from the equation suggested in this study and those both from a few domestic equations and some imported equations were compared. In addition, an iso-acceleration map of Turkey was constructed using the suggested attenuation equation and considering both known active faults and epicenter locations of the earthquakes that have occurred in Turkey.  相似文献   
136.
Abstract Examples of ventifacts and forms of unusual patterned ground that differ in situation, characteristics and/or origin to types reported previously are described from the Falkland Islands, South Atlantic. The ventifacts, represented by clasts projecting from an eroding tillite shore platform, have been grooved by the passage of windblown sand. The patterned ground forms comprise stone polygons on clay loam regolith, stone polygons on peat, peat‐filled desiccation cracks on peat, and clusters of on‐edge clasts (stone packings) on a gravel beach. Aeolian transport of particles is considered responsible for the infill of the polygonal cracks. The clusters of on‐edge clasts are thought to have developed as a result of wave action, in particular backwash and/or undertow. Although these features occupy small surface areas they provide useful information about local geomorphic processes and testify to the marked diversity of such features in nature.  相似文献   
137.
图像控制点数据库的设计与实现   总被引:4,自引:0,他引:4  
地面控制点数据是航天航空图像摄影测量几何处理的必需数据。文中首先比较了控制点数据的存储管理方式,即采用文件系统方式与数据库方式的优缺点;接着分析了控制点图像数据的特征,从而提出了图像控制点数据的数据库存储方案,讨论了图像控制点数据库的查询方法;最后结合文中的方法,设计并且实现了一个控制点图像数据库管理与应用实验系统。通过分析认为,建立控制点图像数据库是重复利用控制点资源的有效途径。  相似文献   
138.
无地面控制GPS辅助光束法区域网平差   总被引:2,自引:4,他引:2  
介绍了在WGS-84坐标系中进行GPS辅助光束法区域网平差的基本原理以及利用大地水准面拟合方法实施大地高与正常高的变换方法。利用新疆库尔勒地区1:25000和1:50000实际航摄资料验证了理论与程序实现的正确性。试验结果表明,无地面控制GPS辅助光束法区域网平差可用于中小比例尺测图的加密,在WGS-84坐标系中可以获得较高的点定位精度,而在国家80坐标系下,利用大地水;隹面拟合前后的GPS摄站坐标进行GPS辅助光束法区域网平差,加密精度没有明显差异。  相似文献   
139.
140.
由于OSSMO 2004版地面测报业务软件中抄录报表风向不太方便,故长治县气象局自行设计了自动风向角度和方位的转换程序。本程序用OBJECT PASCAL语言编写,在DELPHI中实现,采用Microsoft.Jet.OLEDB.4.0数据库引擎及ADO的方式操作数据库。  相似文献   
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