爆破荷载作用下露天矿边坡稳定性的突变研究

基于二维斜坡平面滑动失稳力学模型,引入爆破荷载因素,建立了露天爆破荷载作用下岩质边坡失稳的尖点突变理论模型。根据建立的突变模型,探讨了爆破荷载幅值和爆破荷载频率对边坡稳定性的影响规律,导出了边坡的动态自稳临界高度,并提出了失稳的判据条件,结果表明：爆破荷载幅值越大,爆破荷载频率越小,后缘裂缝深度越大,边坡失稳的可能性越高;在爆破荷载作用下,边坡的稳定程度是动态变化的,且随着应力波入射角的增大,边坡失稳破坏的可能性不断提高。以大孤山露天矿内的两处边坡为例,计算了边坡的动安全系数及动态自稳临界高度,利用边坡当前实际的稳定情况验证了提出的边坡失稳判据的合理性,为预防露天矿爆破在开挖过程中边坡岩体的动力失稳提供了一定的理论支持。     

The influence of an excavation damaged zone on the thermal-mechanical and hydro-mechanical behaviors of an underground excavation

In Korea, a reference disposal system, KRS, was proposed in 2006 after 10 years of research and development. In the KRS, the high-level radioactive waste repository is considered to be located in a crystalline rock likes granite. For a validation of the feasibility, safety, and stability of the KRS, an underground research tunnel, KURT was constructed in Nov. 2006. During the construction of KURT by a controlled blasting, the size and characteristics of an excavation damaged zone(EDZ) were investigated by in situ as well as laboratory tests. The possible influences of an EDZ around a tunnel on the thermal, hydraulic and mechanical behaviors of the near field were investigated by using hydro-mechanical and thermo-mechanical coupling analyses. From this study, it was found that the existence of an EDZ can influence the thermal, hydraulic, and mechanical behaviors of the near field and it was recommended that an EDZ should be considered as an important parameter during the design of underground repositories.     

The analysis of ground vibrations induced by bench blasting at Akyol quarry and practical blasting charts

Ground vibrations arising from excavation with blasting is one of the fundamental problems in the mining industry. Therefore, the prediction of ground vibration components plays an important role in the minimization of environmental complaints. In this study, 582 events were recorded during limestone production at a quarry (Akyol Quarry) during a period of time. The blasting parameters of these shots were also carefully recorded. During the statistical analysis of the collected data, three predictor equations proposed by the United States Bureau of Mines (USBM), Ambraseys–Hendron and Langefors–Kihlstrom were used to establish a relationship between peak particle velocity and scaled distance described by these prediction equations. As a result of this analysis, the most powerful relationship was determined and proposed to be used in this site. And also, this equation was used in the derivation of the practical blasting charts specific to this site as a practical way of predicting the peak particle velocity and maximum charge amount per delay for future blasting.     

Geothopica and the interactive analysis and visualization of the updated Italian National Geothermal Database

The Italian National Geothermal Database (BDNG), is the largest collection of Italian Geothermal data and was set up in the 1980s. It has since been updated both in terms of content and management tools: information on deep wells and thermal springs (with temperature > 30 °C) are currently organized and stored in a PostgreSQL relational database management system, which guarantees high performance, data security and easy access through different client applications. The BDNG is the core of the Geothopica web site, whose webGIS tool allows different types of user to access geothermal data, to visualize multiple types of datasets, and to perform integrated analyses. The webGIS tool has been recently improved by two specially designed, programmed and implemented visualization tools to display data on well lithology and underground temperatures.This paper describes the contents of the database and its software and data update, as well as the webGIS tool including the new tools for data lithology and temperature visualization. The geoinformation organized in the database and accessible through Geothopica is of use not only for geothermal purposes, but also for any kind of georesource and CO₂ storage project requiring the organization of, and access to, deep underground data. Geothopica also supports project developers, researchers, and decision makers in the assessment, management and sustainable deployment of georesources.     

不规则形状地下空间开挖条件下地表沉陷预计方法研究

地下工程施工或地下采矿导致地表沉陷，甚至造成突然坍塌或沿层面滑移等灾害事故。文中根据概率积分法的基本原理，基于褶曲构造地层，任意形状空间开挖条件下地表点在任意方向的移动与变形值预计方法，并顾及复杂地质和开挖等因素，推导出不规则形状地下空间开挖条件下地表移动与变形预计公式。由于地表沉陷预计公式都是不可积重积分式，因此，采用数值积分方法解算这些不能求出原函数的方程式和变积分限问题。     

盐碱地中华绒螯蟹育苗水质调配技术的研究

研究了地下卤水中Na^ ／K^ 对中华绒螫蟹(Eriocheir sinensis)幼体生长发育的影响以及幼体对人工海水盐度的适应性。结果表明：随着地下卤水中Na^ ／K^ 的降低，中华绒螫蟹幼体存活率、变态率和体质量增长率逐渐升高，当地下卤水中的Na^ ／K^ 低于18、6时，中华绒螯蟹幼体的存活率、变态率和体质量增长率与海水对照相比差异不显著；人工海水盐度梯度设置为18～26，Z1→Z2、Z3→Z4、Z5→M各阶段不同处理组幼体存活率和体质量增长率差异显著，而变态率差异基本不显著，各阶段的最适盐度分别为20，22和20。     

苏南都市圈城市地下空间资源开发利用现状与地质调查对策

地下空间资源是地表基质层中宝贵的自然资源之一,其作为城市有机体的重要组成部分,在未来城市建设中起着举足轻重的作用。苏南都市圈城市地下空间资源开发在全国处在领先地位,地下空间规划管理方面已形成较为完善的体系,城市地质调查也在全国率先实现全覆盖。依据地下空间资源开发现状和地质结构 “软硬”两个方面条件对苏南都市圈城市地下空间资源进行分类,划分为宁镇丘陵岗地型、苏锡常平原型和长江中下游冲积平原型三种类型。不同类型城市地下空间资源开发的地质背景和城市需求不尽相同,需根据实际情况定制不同的地下空间调查、规划、建设、管理体系。城市地下空间资源地质调查作为城市地质调查工作的延伸,需要提出更高的要求。本文从城市地下空间资源地质调查精度和深度、多参数多尺度一体化建模、地下空间资源评价、多种地下资源协同利用、地质资料信息数据库与平台建设等方面提出对策建议,用于指导未来城市地下空间资源调查的工程实践,为地质调查成果支撑城市地下空间全生命周期发展提供借鉴意义。     

降云顶隧洞裂隙夹泥层爆破施工技术

裂隙夹泥层对爆破施工有着较大的影响。通过降云顶隧洞爆破施工的实践,分析探讨裂隙夹泥层对爆破施工的影响及应对措施。     

Stability analysis of historic underground quarries

This work, carried out at the Department of Civil, Environmental and Territory Engineering and Architecture (DICATeA) of the University of Parma, analyzes the stability conditions of the ancient underground quarries of Viggiù (Varese, Italy). The objective of the study is to verify the actual structural predisposition to instability phenomena of the old Viggiù quarries, within the context of a historical and cultural valorization and recovery of the ancient ornamental stone quarries. These quarries, that are now completely abandoned, could be used as a tourist attraction and/or as a teaching environment. They are a wonderful example of industrial architecture by presenting an audacious composition of filled in trenches and room and pillar techniques. An experimental campaign based on in situ measurements and laboratory measurements has been carried out to characterize the rock mass and to determine rock mass mechanical features. A numerical model of the entire rock mass has been developed in order to analyze the stability of the entire underground openings. A preliminary monitoring phase has been realized, aimed at controlling abandoned rock structure movements at the most significant discontinuities. Some measurements of the vertical stress in the pillars and in the walls have been performed, as well, and used for the model calibration. Once the model has been calibrated, the analysis of the actual stress and deformation conditions has been evaluated, the stability condition of the entire structure computed and a forecasting analysis of any intervention that could be realized to guarantee the underground public access has been performed.