某土石坝心墙料和坝基料动模量阻尼特性的试验研究

土石坝震害将导致严重后果,目前国内外修筑于地震区的土石坝在抗震设计时都进行了动力分析。室内动力试验提供土石料可靠的动强度和动力参数是土石坝地震动力分析准确性的关键。水牛家心墙土石坝坝高100多米,大坝设防烈度9度,采用动三轴仪,对其坝基②层细砂砾料和心墙防渗土料进行大量的动力特性试验研究,分析两种土料的动模量阻尼特性,并简述其影响因素。分析试验结果有：使用一个试样完成三个不同的围压力?3c或固结比Kc,与《土工试验规程》推荐方法相比,大大减小了试验和分析工作量, 且有相当的规律性和准确程度;动模量阻尼比的主要影响因素是动应变幅、围压力、固结主应力比、孔隙比等。动应变水平影响动模量阻尼成倍增减,动模量随围压力?3c增减而增减,阻尼比D随?3c的升高而略有减小,动模量和阻尼比随固结比Kc增减而增减,Kc从1到2可使心墙土料的Edmax增加60％左右;土类不同,模量阻尼也不尽相同。水牛家心墙料的动模量较高,阻尼比较小,不易产生动力破坏。     

下扬子地区若干上地幔橄榄岩的显微构造研究

本文对下扬子区内２个玄武岩产地（江苏六合瓜埠山、安徽当涂釜山）的幔源包体进行研究,结果表明本区上地幔尖晶石二辉橄榄岩具原生粒状结构、碎斑结构、板状镶嵌等粒结构及部分熔融结构四种类型。在光学岩组图上显示出从原生粒状结构→碎斑结构→板状镶嵌等粒结构,其橄榄石光性方位优选性逐渐增强。变形橄榄石滑移轴为［１００］,滑移面以｛０ｋ１｝为主,（０１０）次之。高温高压人工变形实验证实,这种滑移系形成于高温低应变速率条件下。橄榄石位错类型多样,（１００）、（００１）位错壁分布广泛,位错壁间距显示对数正态分布特征．估算的本区上地幔高温蠕交流动差异应力为（１０．９～１１．５ＭＰａ）。上地幔流变速率、流动应力、等效粘滞度与深度关系指示本区新生代大地构造性质为大陆拉张带或大陆裂谷带。     

Early Cambrian high pressure/low temperature metamorphism in the southeastern Tarim craton in response to circum-Gondwana cold subduction

The circum-Gondwana subduction initiated by the early Cambrian has been suggested to reflect the establishment of the modern plate tectonics. The metamorphic rocks with low thermobaric (T/P) ratios indicative of cold subduction in the present tectonic regime have not been well investigated. To better understand the circum-Gondwana subduction and to test its possible link with the emergence of the modern plate tectonics, this study focused on blueschist-facies metamorphic rocks in the Altyn Tagh of the southeastern Tarim craton. Mineral assemblage and chemistry, phase equilibrium modelling, and quartz-in-garnet Raman elastic geobarometry reveal that the zoisite blueschist and glaucophane (Gln)-bearing quartz schist in northern Altyn Tagh were metamorphosed to lawsonite to epidote blueschist-facies at 520–545 °C and 16–19 kbar. It reflects high-pressure (HP)/low temperature (LT) metamorphism with low T/P ratios of <300 °C/GPa and thermal gradients of <10 °C/km. These blueschist-facies metamorphic rocks underwent rapid decompression starting at P-T conditions of <495 °C and <9.6 kbar during exhumation. Ar-Ar geochronology records paragonite Ar-Ar plateau ages of 520–506 Ma for the zoisite blueschist samples and phengite Ar-Ar plateau ages of 522–516 Ma for the Gln-bearing quartz schist samples, suggesting that the peak HP/LT metamorphism occurred prior to ca. 522 Ma. Based on new results and available data from the major Gondwana blocks, cold subduction was suggested to profoundly operate along circum-Gondwana in the early Cambrian after the amalgamation of Gondwana. The extensive circum-Gondwana subduction represents the earliest global cold subduction in Earth’s history associated with the establishment of the modern plate tectonics, as directly recorded by the studied early Cambrian blueschist-facies metamorphic rocks and a dramatic drop in the mean T/P of metamorphism since the early Paleozoic.     

西江枯季径流退水系数与流域特征关系研究

文章采用基于遗传算法的经典退水曲线对西江上游主要站点枯季日平均流量进行研究,所率定的退水系数经验证精度较好,能够反映所在流域的径流特性。通过退水系数与流域面积、下垫面性质、植被覆盖度、多年平均径流深等流域特征关系的分析,发现退水系数值(1)对降雨和蒸散发的变化不敏感,整体上随流域面积和植被覆盖度的增加而减小;(2)随地形高差和下垫面透水性的下降而减小;(3)对喀斯特岩溶地貌尤其敏感,表现为退水系数值较非岩溶地区偏大;(4)随多年平均径流深的增大而增大,二者具有指数函数关系。退水系数与流域特征因子的这些规律,可为无资料流域水文预报提供思考和借鉴。     

松辽盆地地热资源的形成与远景评价

松辽平原在地貌和地质上都是一个盆地。盆地中心区域上地幔隆升形成地幔枕，使本地区成为地壳中的一个热点，具有较高的地热背景。盆地是汇水区，盆地中部地域自然就成为地下热水主要的分布区。松辽盆地地热资源开发远景大有希望。     

Investigation on the geological and geotechnical factors leading to a major slope failure at a selected site on a Jordanian highway

During and after the very wet 1991/1992 winter experienced in Jordan, significant slope failures occurred along several sections of the new Irbid-Amman highway in Jordan. The topography over most of the route is hilly, and significant amounts of cut and fill were used to construct the highway. One such slope failure lies at 44+800 km on the highway south of Jerash City at a distance of about 5.0 km from Wadi Zerqa bridge. A landslide occurred downslope of the highway embankment resulting in a collapse of the most of the gabbion wall supporting the embankment. This paper deals with the overall stability of the slope at 44+800 km. It presents the geological and geotechnical studies carried out at this site, identifies the causes and mechanism of instability, and presents appropriate remedial measures. The study concluded that the landslide movement occurred within the colluvium material. It resulted primarily from excess piezometric pressures generated within the slope as a direct consequence of inadequate drainage. It is recommended to reconstruct the entire gabbion wall with its foundation seated on the sandstone that underlies the colluvium and to install a surface drainage system at the site.     

Submillimeter Scale Variation of Oxygen Isotope of Vein Quartz at the Hishikari Deposit, Japan

Abstract: The physical and chemical mechanism of gold precipitation in the typical low-sulfidation epithermal gold deposit at the Hishikari mine was quantified by submillimeter scale oxygen isotope analyses of vein quartz. In situ CO₂ laser-ablated fluorination was used to measure temporal δ¹⁸O excursions. The calculated oxygen isotopic compositions of the ore-forming fluid indicate a dynamic process of epithermal vein formation. Intermittent opening of the vein allowed introduction of metal-bearing deep fluid to the epithermal system, and associated boiling and subsequent mixing with meteoric water caused precipitation of precious metals.     

网络并行电法与传统电法超前探测效果对比

网络并行电法是以分布式并行智能电极电位差信号采集方法为技术核心支撑的直流电法,其数据采集模拟地震勘探方式进行,与常规电法每次供电只能采得一个测点数据不同,并行电法每次供电可同时获得多个测点数据,是一种全电场观测技术。运用两种方法对龙岩市新罗区大弯煤矿和武平荧石矿进行超前探测试验对比研究,并经实际巷道掘进揭露验证,表明网络并行电法技术较传统电法技术效果更好,效率更高。     

封闭条件下抛石路堤降温效果及机理的试验研究

在多年冻土地区道路工程的修筑与维护中, 如何保证多年冻土不退化所采取措施的长期可靠度问题日益为人们所关注. 通过室内试验研究了实际工程中半开放半封闭抛石路堤受到风沙或积雪填埋后,在不同温度变幅条件下的降温效果. 实验结果发现: 在满足一定厚度时, 封闭条件下的块石层仍具有良好的降温效果, 具有可变等效导热系数的特性, 在实验中充分体现了"热二极管效应". 在外界温度变幅较大的条件下, 降温速度和降温效率均大于温度变幅较小的情况. 通过对块石层顶底温差与其顶部温度变化关系, 以及块石层内温度场特征的分析, 证实了封闭块石层内自然对流的真实存在和对流的运动发展趋势. 试验结果为抛石路堤降温的长期可靠性提供了依据.     

多年冻土地区砂砾路面路堤临界高度数值分析

In permafrost regions of Qinghai-Tibetan Plateau, the critical embankment height must be considered in the process of the construction of highway, especially for the global climatic warming. In this paper, the two-dimensional numerical analysis for the critical embankment height (for gravel road surface and coarse-grained soil) has been performed by using thefinite element method. In the calculation, we think that the service life of the construction is at least 50 years. The mean annual air temperatures applied to the calculation model are -6.5 ℃, -6.0 ℃, -5.5 ℃, -5.0 ℃, -4.5 ℃ and -4.0 ℃, respectively, and the value of temperature rise are taken as 1.10℃ in the coming 50 years. The minimum embankment heights derived from the analysis are 0.85 m, 0.92 m, 1.01 m, 1.18 m, 1.60 m and 2.66 m for the different mean annual air temperatures and the maximum embankment heights are 7.68 m,7.55 m, 7.34 m, 7.00 m, 6.45 m and 5.85m, accordingly. On condition that the service life of embankment is 50 years, the critical value of the mean annual air temperature is -3.5 ℃. Namely, in the areas where the mean annual air temperature is higher than -3.5 ℃, the critical embankment height does not exist.