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161.
基于流固耦合理论某尾矿坝失稳特性及稳定性分析 总被引:2,自引:0,他引:2
选用典型的尾矿库工程实例,采用流固耦合和强度折减法相结合对其尾矿坝进行稳定性分析,确定尾矿库渗流场分布及浸润线的位置,该浸润线位置与实测浸润线位置吻合较好。建议强度折减过程中尾矿坝的失稳准则,计算安全系数,确定潜在滑裂面的位置,并与极限平衡法计算出的安全系数及临界滑裂面位置进行比较,表明强度折减法得出的结果与Bishop法结果接近,流固耦合-强度折减法在尾矿库稳定性分析的可行性。在该基础上研究尾矿坝潜在的失稳模式,将尾矿坝潜在的失稳模式分为局部失稳和整体性失稳两种,局部失稳为尾矿坝的部分坝面发生滑移,整体失稳为整个尾矿坝坝体发生失稳,并分析导致该尾矿坝两种失稳模式的主要因素,认为浸润线埋深过浅是导致局部失稳的主要原因。 相似文献
162.
Naohiro Nakamura 《The Australian geographer》2008,39(4):427-444
The Cultural Impact Assessment of the Saru River Region represents the first time that a site investigation was implemented in Japan in order to preserve an ethnic culture in relation to the construction of a dam. One of the project's basic concepts was to get local residents, especially those of Ainu ethnicity, to participate in the investigation. Existing case studies of environmental impact assessment have argued that the assessment has failed to sufficiently involve Indigenous people in its process and has largely failed to incorporate Indigenous knowledge, cultural values, and voices into its processes and outcomes. Also, intangible aspects of Indigenous cultural heritage have not been protected. In the Cultural Impact Assessment of the Saru River Region, the Final Report was released in 2006 and significantly included the 3 year investigation of input by local residents. In this sense, this assessment succeeded in effectively involving Indigenous people in its process and in reflecting their cultural values in its results. The more important issue is, however, how these results were included in the final outcomes. If Indigenous people have no power over final decision making, their involvement is not effective. This paper analyses the significance and unresolved problems involved in this overall assessment process. 相似文献
163.
冶勒沥青混凝土心墙堆石坝最大坝高为124.5 m,坝址区地震烈度高,地质条件复杂,两岸坝基条件严重不对称。大坝上布设了9台强震仪组成的强震监测台阵,曾获得2008年汶川地震和攀枝花地震的大坝强震监测记录。2013年4月20日四川省雅安市芦山县发生里氏7.0级地震,冶勒大坝距震中约212.5 km,坝址区震感较为强烈,强震监测台阵获得了此次地震较为完整的有效记录。对芦山地震主震记录进行时域分析和频谱分析,总结冶勒大坝在芦山地震中的动力反应规律,并与汶川地震时坝体动力反应进行对比分析。研究表明,芦山地震主震时冶勒大坝最大加速度记录为47.043 cm/s2,最长持续时间为76.98 s,坝顶动力放大效应明显;芦山和汶川地震时大坝动力反应规律的差异与地震波频谱特性及大坝自振特性等密切相关。总体而言,冶勒大坝在震后运行安全稳定,芦山地震未对冶勒大坝造成明显不利影响。 相似文献
164.
The eastern region of the northern part of Japanese mainland has been known historically as an area of mines producing gold and silver. When the extraordinarily strong earthquake rocked the eastern part of the Japanese mainland on March 11, 2011, there were more than 20 old and new dams retaining tailings from many mines.Out of these, three dams suffered breach due to liquefaction of tailings materials and released a large amount of slime, bringing about damage to farmlands and houses downstream. Of particular interest was Kayakari dam at Ohya mine that failed and Takasega-mori dam in its vicinity that did not, although they were equally subjected to strong shaking.In this paper features of these two dams in the design and construction, and damage or non-damage during the earthquake will be described, together with the geotechnical investigations and some analyses that were conducted after the earthquake. 相似文献
165.
This study evaluated the behaviour of a concrete face rockfill dam (CFRD) built on river gravel foundation on the basis of in-situ measurement records and numerical analysis. The monitoring records were obtained from a detailed deformation-monitoring system. A 3D finite element analysis was performed to assess long-term dam behaviour. The behaviour of the CFRD built on river gravel foundation was analysed comprehensively. A discussion of behaviour, especially with relevance to the behaviour of dams built on stiff-foundation, was included. The effect of the river gravel foundation was analysed, and the exact mechanisms were discussed. The relative contribution of various factors on the long-term behaviour of the CFRD was also studied. In-situ measurements were compared with numerical results to discuss the capability of the numerical model to predict the dam behaviour. 相似文献
166.
167.
随着空间数据库的建设和应用的发展,空间数据动态更新和数据分发成为确保数据现势性的主要研究课题,系统提出将地形地物要素数据的坐标数组通过MD5算法生成32位字符串的"要素对象空间信息指纹"作为判定要素数据变化的方法,结合Oracle数据库CDC技术,快速获取空间变化数据,再通过ETL数据同步机制流程化管理空间同步过程,多节点、多级联按需配置同步图层,实现不同Oracle数据库版本、不同Arc SDE版本间的空间数据断点续传同步功能。 相似文献
168.
为改变以单个监测点为研究对象分析大坝变形规律的方法,提出位移强度概念,并以此作为分类标准,借鉴决策树算法,根据大坝所有监测点的坐标建立模型,计算并分析大坝在某一方向上的整体变形规律。 相似文献
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