Statistical Comparison of Geophysical Parameters and Seismicity in Central Italy

Geological and geophysical data of an area of central Italy have been used for statistically comparing with the distribution of the mean seismic deformation. This parameter has been calculated by adding the square root of the energy released by earthquakes inside a cell, the dimensions of which have been fixed after performing an analysis of spatial autocorrelation. Underground temperatures, fault length, and topographic altitude showed a good single linear correlation with seismicity. Factor analysis has been employed to reduce the number of original variables, taking into account their mutual correlation; then, with the new uncorrelated variables, a good multiple linear correlation has been found, considering seismic deformation as a dependent variable.The analysis of residuals for the multiple regression shows the existence of areas with different seismic activity than predicted by the model: a discussion of the residuals pattern follows, considering the geological setting of the area.     

上海虹桥飞机场含水层储冷做空调冷源试验研究

上海虹桥飞机场“抽淡灌咸”的含水层储冷试验实例,为建筑物夏季空调降温提供冷源,为咸地下水淡化,开拓了新的途径。     

山西饮用天然矿泉水的分布特征

山西饮用天然矿泉水资源丰富。目前已对５５处矿泉水进行了勘查评价。矿泉水的分布受活动性断裂构造和新生代断陷盆地控制，一般见于盆地边山和平原，主要分布在新生界的松散层内（３２．７３％），其次为中生界、古生界的碎屑岩（２２．９２％）和碳酸盐岩（２７．２７％）地层中。各岩类中矿泉水的达标元素和组分主要是锶，其次是偏硅酸。地热异常区的饮用天然矿泉水资源也很丰富，但一些热水中含氟超过国家标准。     

河渠水位曲线回水影响半无限含水层河渠附近地下水非稳定流计算

本文探讨河渠水位呈曲线变化时,河渠附近地下水非稳定运动问题。抛开经典河渠附近地下水非稳定渗流理论之瞬时回水的假设条件,重新推导河渠影响半无限潜水含水层地下水非稳定流计算公式。应用数值逼近的理论、逼近河渠水位变化规律。给出河渠水位以任意次多项式规律变化的一系列地下水非稳定流计算公式。从理论上证明了瞬时回水假设的根本矛盾,并用一实际例子对比计算加以验证。指出了抛弃瞬时回水的假设条件,重新建立一套全新的河渠附近地下水非稳定流理论的必要性。     

地下水系及其研究

地下水系的理论和方法,不但研究在天然状态下的水循环过程,而且分析其在人类活动影响下所产生的变化。地下水系所研究的范围通常是一个相对完整的地下水流域。地下水系的研究方法是根据能量守恒原理和质量守恒原理,研究大气降水、地表水和含水介质之间交换过程以及水动力特征,并应用多种手段研究这些内容。     

地下水位上升对砂性土地基承载力的影响

本文主要从土体的物理性质出发,以极限荷载理论为依据,找出砂性土地基承载力随地下水位上 升而下降的变化规律。这在由于温室效应及人为开发而引起地下潜水位不断上升的今天,对于从事 岩土工程和基础工程的研究、设计,具有一定的现实意义。     

Engineering characterization of hydraulic properties in a pilot rock cavern for underground LNG storage

Feasibility of storing LNG in a lined rock cavern was evaluated using a pilot cryogenic rock cavern constructed in Daejeon, Korea. The pilot program included hydrogeological and engineering characterization of the rock mass around the cavern, design and construction of a drainage system, and pilot operation of the cryogenic cavern. An appropriate drainage system is most important to protect the containment system of LNG from thermal shocks due to ice lenses and hydrostatic pressure of groundwater. As a part of the pilot program, this study focused on the evaluation of hydraulic and engineering properties of the rock mass around the cavern. For this purpose, engineering logging of the rock cores, single and cross-hole hydraulic tests, and recharge/drainage tests were performed using seven drilled holes with different trends and plunges. Three main joint sets were found from the logging of the rock cores, acoustic borehole televiewer, and window mapping. The orientations of the three major joint sets were 60/209, 40/171, and 29/331, which can provide the main groundwater flow paths. Mean RQD values ranged from 56 to 88, which were classified as fair and good, although varying with depth along single boreholes. Hydraulic conductivity from the single and cross-hole hydraulic tests estimated in the order of 10⁻⁶ or 10⁻⁷ m/s and corresponding transmissivity ranged between 10⁻⁵ and 10⁻⁶ m²/s. Permeable intervals identified from the hydraulic tests were mostly located above the cavern roof. Below the roof, the permeable zone was difficult to observe. According to the hydraulic communication tests performed for some designated intervals, hydraulic connection between boreholes was highly varied with depth or location, which indicated a very different distribution of water conducting joint sets along the boreholes. When water was injected at R1 with constant or varying flow rates, monotonous and stable seepage was observed at observation boreholes. From this, some stable drainage was expected even in relatively heavy rainfalls. When designing the drainage system of the cavern, the drainage holes should be orientated to maximize frequency of encountering the major joint sets and the permeable intervals identified from this study.     

枣庄市十里泉岩溶塌陷机理分析

枣庄市十里泉地区为全国岩溶塌陷地质灾害的主要发生地区.已有文献资料表明,该地区岩溶塌陷是地下水潜蚀、真空吸蚀、重力及荷载等多方面综合作用的结果.本文在此基础上,通过野外地质调查、现场采样和室内试验等手段进行研究,结果表明：枣庄十里泉地区岩溶塌陷发生的机理主要是真空吸蚀,潜蚀作用、重力和荷载因素是次要原因.     

CO2地质处置研究进展

减少CO2向大气排放的一个主要的方法是将其隔离在地下深部，即CO2地质处置。CO2地质处置的方法主要包括：含水层处置，海洋处置，利用CO2开采油气以及煤层甲烷气体等。含水层处置有三种机制：（1）水力学方法；（2）溶解的方法；（3）矿物处置。CO2地质处置是可行的技术方法，在实际中已有了应用。在难以获得复杂的深部含水层环境的情况下，地球化学数值模拟方法在评价地质处置CO2可行性上具有重要的作用。     

基于裂缝控制原理的地下连续墙弯矩分析

应用裂缝控制设计的思路,推导了根据裂缝控制限值反算弯矩的计算方法。结合工程实例,就wlim=0.2和wlim=0.3对地下连续墙的配筋率和极限弯矩、荷载短期效应弯矩的影响关系进行了详细的讨论,得出按照裂缝控制的设计原则进行地下连续墙设计,不但可以达到裂缝控制要求,而且可以满足极限承载力要求的结论。