偏心荷载下溶洞顶板冲切破坏上限分析

针对冲切破坏模式下溶洞顶板极限承载力问题,进行了不同顶板厚度以及不同荷载偏心距下溶洞顶板极限承载力室内试验研究,依据试验结果将偏心荷载作用下的溶洞冲切破坏假定为轴对称问题,引入Griffith强度准则,基于极限分析上限法,提出了一种适用于轴对称和偏心荷载作用下溶洞顶底板极限承载力的计算方法,并给出了能发生冲切破坏范围的估算方法。试验结果表明：在同一偏心距下,随着顶板厚度的增加,在达到基岩极限承载力之前,顶板极限承载力呈线性增长;当顶板厚度一定时,顶板极限承载力随着偏心距的增加呈非线性增长,偏心距e在能发生冲切破坏的范围之外时趋于平缓,并逐渐达到基岩极限承载力;理论计算结果与试验结果吻合较好。     

冰川/积雪-大气相互作用研究进展

冰川和积雪是冰冻圈的重要组成部分,在全球或区域气候系统中起着极其重要的作用.开展冰川/积雪-大气相互作用研究,是研究冰冻圈物理过程及其对气候系统反馈作用的必然需求,也是研究冰川/积雪对气候变化响应的有效手段,同时还可为全球(区域)气候和水文模式提供冰川/积雪面的地表特征参数.近一个世纪以来,在冰川/积雪面辐射特征、能量通量计算方法和平衡特征等方面开展了许多观测试验和理论研究,并取得了卓有成效的研究结果.但是在准确获取辐射通量、研发普适性较强的反照率参数化方案、复杂地形条件下能量通量的计算,以及发展分布式能量平衡模式等方面尚存在许多不确定性,仍面临许多技术难点,也是未来的研究重点.     

西安地铁四号线沿线地裂缝的灾害分析与对策研究

西安地裂缝是一种地区性的地质灾害现象。目前西安共发育有14条地裂缝。地铁四号线将穿越13条,给隧道施工造成了诸多考验。文章选取西安市地铁四号线沿线的地裂缝灾害作为研究对象。探讨了地裂缝对隧道工程的影响因素和致灾特点、以及相关的评估理论方法。最后针对地裂缝灾害特征以及工程特点提出若干防治措施,对于科学研究地裂缝的灾害特点、合理防治地裂缝的灾害发生具有一定的指导意义。     

Geochemistry and potential use of groundwater in the Rocca Busambra area (Sicily, Italy)

In the Rocca Busambra area (mid-west Sicily, Italy), from November 1999 to July 2002, 23 water points including wells and springs were sampled and studied for their chemical and isotopic compositions. Two rain gauges were also installed at different altitudes, and rainwater was collected monthly to determine the isotopic composition. The obtained results revealed the Rocca Busambra carbonate complex as being the main recharge area on account of its high permeability value. From a chemical view point, two main groups of water can be distinguished: calcium–magnesium–bicarbonate-type and calcium–magnesium–chloride–sulphate-type waters. The first group reflects the dissolution of the carbonate rocks; the second group probably originates from circulation within flyschoid sediments. Three water wells differ from the other samples due to their relatively high Na and K content, which probably is to be referred to a marked interaction with the “Calcareniti di Corleone” formation, which is rich in glauconite [(K, Na)(Fe³⁺, Al, Mg)₂(Si, Al)₄O₁₀(OH)₂]. In accordance with WHO guidelines for drinking water (2004), almost all the samples collected can be considered drinkable, with the exception of four of them, whose NO₃ ⁻, F⁻ and Na⁺ contents exceed the limits. On the contrary, the sampled groundwater studied is basically suitable for irrigation.     

Environmental isotopic and hydrochemical study of groundwater in the Ejina Basin,northwest China

The study investigates the groundwater evolution and its residence time in the Ejina Basin, northwest China according to isotope and hydrochemical analyses results. The groundwater chemistry is mainly controlled by the dissolution of halite, Glauber’s salt, gypsum, dolomite and calcite, also influenced by other processes such as evaporation, ion exchange, and deposition. Based on tritium content in atmospheric precipitation and by adopting a model with exponential time distribution function, the mean residence time of the unconfined aquifer groundwater with fairly high tritium activities (21–49 TU) is evaluated. The results show that these groundwaters have low residence time (5–120 years) and are renewable. In contrast, the deep confined groundwaters are tritium-free and radiocarbon values range from 18.3 to 26.7 pmc. According to the most commonly used ¹⁴C correction models, the radiocarbon groundwater ages were calculated which yield ages of approximately 4,087–9,364 years BP. Isotopic signatures indicate formation of deep confined groundwaters in a colder and wetter climate during the late Pleistocene and Holocene. It is suggested that long-term, rational water usage guide should be set up for the Heihe River Basin as a whole to permit a considerable discharge to the Ejina Basin.     

西北地区煤炭、水资源、环境可持续发展研究

西北地区煤炭资源具有质量优良及资源相对集中的特点、研究西部煤炭资源的合理开发对建立我国合理的能源结构具有十分重要的意义，根据西北水资源和煤矿供水的一些特点，在分析了煤矿开发对水资源的需求与现状的基础上，提出了西北地区煤炭开发的水资源对策及建议。     

凤滩电厂近坝库区边坡岩体力学性质试验研究

通过室内岩石力学性质、节理岩样剪切强度试验及现场岩体结构面推剪试验研究,对凤滩电厂近坝库区4个边坡岩体的强度和变形特性进行了分析,取得了边坡岩体力学性质基本参数。为边坡稳定性分析及工程设计提供了可靠依据。     

粉煤灰与生石灰加固软土的室内试验研究

粉煤灰是一种工业废弃物,与生石灰一样均可用来加固软土地基。笔者进行了粉煤灰与生石灰加固土的室内配方试验,分别将水泥或生石灰与粉煤灰按照不同的比例干拌均匀后,再与不同含水量的软土人工拌和均匀,测定了不同龄期的无侧限抗压强度;分析了石灰加固土强度与生石灰掺入比和龄期的关系及其压缩系数、压缩模量等的变化。并进一步分析了粉煤灰的加固机理,旨在为其进一步的研究和工程应用提供参考。     

边坡岩体软弱夹层力学特性试验研究

采用自制试验装置,进行边坡岩体中的软弱夹层的力学特性试验。分析实测的剪应力-变形曲线发现,该曲线有明显的比例极限、屈服点和峰值点,表明在试件受力变形初期,剪切力-变形近似呈线性关系,剪切刚度为常量;随法向应力的增大,峰值剪应力呈线性增长,达到峰值强度之后,随剪切变形增大,抗剪强度变化不大,残余强度近似等于峰值强度,表明试样发生剪切破坏,其破坏类型呈“塑性”破坏型。软弱夹层的剪切变形可分为3个阶段,各个阶段的强度参数不同,对边坡工程来说,为保证其有足够的安全系数,建议软弱夹层强度参数取低值。根据试验结果得到的法向应力-压缩位移关系曲线近似呈双曲线型,当法向相对位移小于3.4 mm时与理论结果更为接近。     

Problems of soil and groundwater pollution in the disposal of “marble” slurries in NW Sicily

This work deals with disposal of slurries generated during the cutting and polishing processes of slabs of decorative sedimentary carbonate rocks in the north western Sicily. At present, they are used as fillers of dismantled quarries near the sawmills and, as a final step of reclamation, are covered with earth layers. In spite of such inexpensive solution, there is lack of knowledge about the composition of the waste. In order to assess if there is any threat for the environment and to suggest indications for alternative solutions, such as recycling or inactivation processes, the slurries were analysed by XR diffraction, simultaneous thermal analysis, ICP/MS, ionic chromatography, FTIR, UV-Vis, COD and TOC measurements, grain size analysis. Results indicate that the slurries can threaten the groundwater, because of the high chemical oxygen demand; furthermore they can modify the mechanism of groundwater recharge, because of their grain size distribution. Some laboratory tests show that, even in very aggressive conditions, the solid pollutants persist in the waste and slowly release into water the products of their degradation. The slurry therefore should be subjected to inactivation treatment before disposal or, alternatively, recycled as secondary raw material for a suitable process.