三层PE防腐新技术在埋地管道中的应用

简要介绍先进的埋地管道防腐工艺——管道三层PE防腐,在埋地天然气管道、给排水管道中的应用,三层PE管道防腐工艺逐渐取代传统的管道防腐工艺。     

乌东德地下厂房岩体深部加固及施工程序研究

乌东德水电站右岸地下厂房洞室群赋存于前震旦系褶皱基底,为陡倾下游的层状浅变质岩。主厂房第Ⅵ层大桩号段开挖时,单次长度达35.0 m,由于上游边墙处的施工支洞顶部岩体挖除、侧向约束解除、边墙高度突增,导致主厂房上游边墙岩体深部出现较大范围的沿层面开裂及滑移、围岩变形及锚索受力陡增,危及到主厂房施工及运行期安全。为此,采用三维离散元法对岩体开裂部位加固及第Ⅵ层后续开挖区段长度进行了对比研究,并提出了"锚索+接缝灌浆"的处理方案及"小区段、间隔开挖+及时支护"的施工程序。目前,右岸地下厂房已全部开挖完成,各部位监测项目均已收敛,监测成果验证了加固方案及开挖程序的合理性。相关思路可为后续同类工程的建设提供参考。     

库水升降速率对老蛇窝滑坡稳定性影响分析

通过监测资料分析和滑坡稳定性数值计算,探讨了三峡库水位在不同升降速率下对老蛇窝滑坡稳定性的影响规律。研究结果表明,理论上库水位上升有利于老蛇窝滑坡的稳定,但实际运行中库水位上升是不利于滑坡稳定的,因为库水浸泡会使滑坡前缘塌岸;老蛇窝滑坡为动水压力型滑坡,最主要诱发因素为库水位的下(骤)降;老蛇窝滑坡稳定性的临界库水位调度速率为0.9 m/d,即当库水位下降速率大于0.9 m/d时,滑坡K值小于1。     

大型地下变电站GIS现场绝缘试验方法

针对大型地下变电站空间相对狭窄的特点,提出交流耐压试验配合灵敏局放测量的地下变电站GIS现场绝缘试验方案,其中GIS耐压试验采用SF6气体绝缘的试验电抗器实现.试验表明,该方案可行性强、有效性高,适合在大型地下变电站中现场推广应用.     

Application of open-pit and underground mining technology for residual coal of end slopes

Given the conditions of residual coal from the boundary of a flat dipping open-pit mine,which uses strip areas mining and inner dumping with slope-covering,we propose an open-pit and underground integrated mining technology for residual coal of end slopes.In the proposal a conveyance road and ventilation conveyance near the slope are built,corresponding to the pit mining area and the surface coal mine dump,as well as an interval haulage tunnel and air-inlet tunnel.The outcome shows that such mining method may reduce the effect to slope stability from underground mining,it does not affect the dumping advance and has a high recovery rate of residual coal resources.The working face is timbered by single hydraulic props,transported by a scraper conveyor and supported by coal walls.This method of mining is one of layered top coal caving,with high resource recovery,low production cost where positive economic benefit can be realized.     

Simplified design of rock cavern concrete lining to resist shock loading

A simplified method was proposed for the design of concrete lining in underground rock cavern/tunnel against shock loading. The loading may result from the detonation of explosives on ground surface or ground penetration projectiles exploding adjacent to the cavern/tunnel. The resulting problem necessitates the solution of the dynamics of a beam loaded by a transient pressure uniformly distributed over the span. According to mechanical characteristics of the system with rock bolt and shotcrete, a dynamic support design method based on equivalent single degree of freedom (SDOF) was put forward. The SDOF method was applied to obtaining the maximum displacement at the mid-span of the beam, which is often the controlling factor in the blast-resistant design. In the formulation of the problem, the proposed method combines the phenomena of spalling and structural dynamics theory. An example is provided to demonstrate the applicability of this simplified method.     

中国南方岩溶区岩溶地下河系统复杂水流运动特征

岩溶地下河系统水流运动多受控于岩溶多重介质环境,其主干空间展布、水体贮存、水流运动、水循环等规律的变化具多因多果性。在中国南方岩溶区岩溶地下河系统物质和能量转换的基础上,分析了其形成和演化等相关条件,研究和总结了其水流运动方向的多重性、速度的多变性、地表地下方式的转化性、时空配置的多样性及水流运动演变规律;根据维数、压力、流态等不同原则,将中国南方岩溶地下河系统水流运动方式进行分类。结合中国南方岩溶地下河系统研究现状,提出今后需加强与实践的重点。     

深基坑地下连续墙侧向位移分析

通过某深基坑工程的实测数据,系统分析了地连墙的变形规律.分析表明,在深基坑开挖过程中,墙体的侧向位移随着一步开挖深度的增加而增大,且增长的幅度与开挖幅度成正比;基坑拐角处墙体的水平位移较小,但往基坑中部靠近墙体水平位移有增大的趋势,且至基坑中部其值可达最大;基坑开挖过程中,短边墙体受基坑角部空间效应的影响显著,其变形也较小;逆作法施工下,墙体最大位移约出现在基坑开挖深度的一半处,不发生在坑底附近.     

悬臂式基坑开挖对邻近地下管线的影响分析

通过有限元软件ABAQUS,分别考虑软土地区基坑的不同围护结构和管线的不同下卧层土质等因素,对悬臂式基坑工程中临近的地下管线位移进行了三维有限元模拟分析,结果表明：围护结构刚度和下卧层土质均对临近管线位移有较大影响;距基坑越近,管线变形越大;出现了地表及管线的沉降,但在基坑端角附近有管线上浮现象;基坑端角部以外2/3的基坑开挖深度范围内,管线水平和竖向位移较大,但在1.2倍的基坑开挖深度之外,开挖对管线位移影响较小.     

Caving performance through the integration of microseismic activity and numerical modeling at DOZ-PT Freeport, Indonesia

This article describes an undergoing research at PT Freeport,Indonesia,in which the main goal is to use the microseismic information recorded as a result of mining to analyze cave propagation and stress performance on the actual production and fixed in-frastructure.At the moment,several numerical experiments have been conducted to correlate the mining activity with the microseis-mic events using the data collected during year 2005 and 2006.As a result of the preliminary analysis a micro-and a macrocracking envelop were proposed on the basis of computation of stress behavior at the location of the events.Stresses have been computed us-ing standard elastic continuous boundary element models.The correlation between the average source radius and the stress perform-ance has provided a method to propose a macrocracking criterion.Several techniques have been tested to nucleate the microseismic activity around different geological features.This last attempt was aimed to look at potential overstresses induced over the undercut and extraction level drifts.A method was devised to integrate the microseismicity into a 3-dimensional ride distribution model.This model has shown to be very effective to quantify the overstress induced as a result of computing volumetric microseismieity density.The volumetric microseismic model showed to induce overstress up to 10 MPa over a period of two months.The future work will concentrate on the calibration of the integrated model with actual damage observations made at the current mining infrastructure.