Settlement analysis of the Shuibuya concrete-face rockfill dam     

Wei Zhou  Junjie HuaXiaolin Chang  Chuangbing Zhou 《Computers and Geotechnics》2011

Settlement is one of the most important deformation characteristics of a high concrete-face rockfill dam (CFRD) and is regarded as a key indicator of dam safety. The time-dependent settlement behavior of the Shuibuya CFRD is studied on the basis of in situ settlement-monitoring records and displacement back-analysis. The goal of this work is to characterize actual deformation of the dam and to verify the back-analysis method used in this paper. The settlement-monitoring records were from seven control stations at the crest and 38 monitoring points inside the body of the dam and covered the construction period, the initial filling of the reservoir and 2 years of operation. A displacement back-analysis for parameters is performed by hybrid generic algorithms (HGAs) and finite element method (FEM). Comparative studies of monitoring data and back-analysis show good agreement between measured settlements and computed settlements. Furthermore, the deformation in the next 3 years is predicted on the basis of back-analysis. Overall, it is demonstrated that the deformation of the Shuibuya CFRD is basically stable and that the technique used to control the dam deformation is successful.  相似文献   

尾矿库自动监测系统设计     

耿俊鹏 《云南地质》2011,30(4):482-486

随着金属工业和科技的迅猛发展,尾矿库安全生产和环境安全等过程中暴露出的问题日益显现,而我省尾矿库自动监测方面起步较晚。本文依据《尾矿库安全监测技术规范》的相关要求,针对在建尾矿库溃坝原因、监测指标、安全监测与预警系统体系结构和各监测项目实施方案进行比较和探索。进一步说明尾矿库在线监测系统的重要意义。  相似文献   

基于实时监测的河口糖厂滑坡监测系统研究     

温铭生  王连俊  李铁锋  徐为  李昂 《工程地质学报》2011,19(1):76-82

滑坡监测工作已经开展了多年,本文提出滑坡监测的内容包括基础因子、诱发因子和过程因子三部分,认为诱发因子和过程因子是滑坡监测的重点.针对降雨型滑坡监测,提出降雨-入渗-位移变形三者相结合的滑坡监测技术方法,并在河口糖厂滑坡监测工程中应用,实现了监测数据的实时自动采集、自动传输、自动入库的全自动监测系统.通过监测可知,河口...  相似文献   

我国西部垂直形变趋势面演变与震情分析     

赵振才  唐传芬 《高原地震》1995,(2)

本文在研究我国西部各垂直形变监测区形变特征及其演变的基础上，提出了垂直形变趋势面的概念。据此对我国西部七十年代以来垂直形变进行了阶段划分，并讨论了其与构造应力场变化及地震大形势的关系。进而结合青藏块体近年地震群体特征，对我国西部近期震情进行了分析。  相似文献   

岩浆体系演化中金的性状—兼论岩浆岩与金矿的关系   总被引：5，自引：2，他引：5  

葛良胜 《黄金地质》1995,1(3):39-46

从岩浆岩中金的丰度及其分布特征出发，依据岩浆体系演化的不同阶段，阐明了金的配分和性状，分析了在同性质岩浆体系及其演化过程中金的地球化学习性及对金矿成矿的影响。提出了岩浆岩成矿能力和岩浆成矿系统的概念。通过对岩浆成矿系统、成矿特征的讨论进而提示了岩浆岩与金矿床之间的关系。  相似文献   

Auto-covariance estimation of variable samples (ACEVS) and its application for monitoring random ionospheric disturbances using GPS     

Y. Yuan  J. Ou 《Journal of Geodesy》2001,75(7-8):438-447

 Ionospheric variation may be considered as a stationary time series under quiet conditions. However, the disturbance of a stationary random process from stationarity results in the bias of corresponding samples from the stationary observations, and in the change of statistical model parameters of the process. From a general mathematical aspect, a new method is presented for monitoring ionospheric variations, based on the characteristic of time-series observation of GPS, and an investigation of the statistical properties of the estimated auto-covariance of the random ionospheric delay when changing the number of samples in the time series is carried out. A preliminary scheme for monitoring ionospheric delays is proposed. Received: 18 August 2000 / Accepted: 12 April 2001  相似文献   

降水预压软基处理技术中孔隙水压力效应研究   总被引：3，自引：0，他引：3  

吉随旺  张倬元 《工程地质学报》2001,9(4):368-372

降水预压是通过降低地下水位而加固软土地基的一种软基处理技术。这项处理技术的中孔压变化与堆载预压的孔压变化有所不同, 它是在通过降水减小静水压力增大有效正应力, 从而使土体固结沉降。通过上海浦东某工程降水预压试验的孔压测试, 本文分析了降水预压加固软土地基原理及孔隙水压力效应。  相似文献   

Causes, mechanism and environmental impacts of instabilities at Himmetoğlu coal mine and possible remedial measures     

Reşat Ulusay  Candan Gökçeoğlu  Harun Sönmez  Ergün Tuncay 《Environmental Geology》2001,40(6):769-786

 Since the commencement of mining at the Himmetoğlu coal mine, northwest Turkey, serious stability problems have led to interruptions in mining and some environmental effects. A geotechnical investigation was initiated in 1997 and the significant factors that influence the stability have been defined. This paper outlines the results of the field and laboratory studies associated with the causes and mechanism of the slope instabilities and their environmental impacts. The possible remedial measures to improve the stability and to minimize the environmental problems are also described. Back-analyses and data from long-term monitoring indicate that the failures occur along two or three planar surfaces by combination of faults and localized strata steepening adjacent to the faults. The stability is sensitive to changes in length of the lower part of the basal sliding surface and shear strength of the bedding surfaces in the overburden. Suitable remedial measures include slope flattening (i.e. staged bench stripping), proper drainage and spreading of a rock blanket on the pit floor to increase spoil pile stability. Received: 18 April 2000 · Accepted: 15 August 2000  相似文献   

山西地震前兆台网监测能力的分析     

李炳照  郭跃宏 《山西地震》1991,(4):3-5

地震观测台网前兆监测能力是地震综合分析预报的基础,本文通过对影响监测能力的因素进行了分析,建立了监测能力函数,并把山西及邻近地区分为1400个小区进行了扫描计算,得出了对于各级地震监测能力的等级范围。  相似文献   

重视继续教育中科技人员创造能力的培养     

徐子君  陈修民 《华南地震》1992,12(2):104-108

本文结合杭州干部培训中心继续教育的实践,探讨了继续教育中开发科技人员创造力的途径。指出科技人员的继续教育要正确处理好传授知识和培养科研能力的关系,着眼于能力的培养。培训内容要注重先进性和实用性,注意学科间的交叉渗透。培训方法要采用有利于激发学员创造性思维的形式,在继续教育中建立起新型的创造教育的观念。  相似文献