甘肃矿业的经济社会支撑度分析

甘肃是我国矿产资源相对丰富的省区之一,矿种齐全,分布面广,部分矿种的探明资源储量大,有色和贵金属矿产具有比较优势。在经济持续快速发展的新时期,矿产资源的经济社会支撑和保障能力是需要认真分析的战略问题。本文从甘肃实际出发,以统计数据为依据,分析了矿产资源对甘肃经济社会发展的支撑能力,提出了矿产资源开发和可持续利用的政策措施。     

Analytical and computational procedure for solving the consolidation problem of layered soils

One‐dimensional consolidation analysis of layered soils conventionally entails solving a system of differential equations subject to the flow conditions at the bounding upper and lower surfaces, as well as the continuity conditions at the interface of every pair of contiguous layers. Formidable computational efforts are required to solve the ensuing transcendental equations expressing the matching conditions at the interfaces, using this method. In this paper, the jump discontinuities in the flow parameters upon crossing from one layer to the other have been systematically built into a single partial differential equation governing the space–time variation of the excess pore pressure in the entire composite medium, by the use of the Heaviside distribution. Despite the presence of the discontinuities in the coefficients of the differential equation, a closed‐form solution in the sense of an infinite generalized Fourier series is obtained, in addition to which is the development of a Green's function for the differential problem. The eigenfunctions of the composite medium are the coordinate functions of the series, obtained computationally through the application of the extended equations of Galerkin. The analysis has been illustrated by solving the consolidation problem of a four‐layer composite, and the results obtained agree very well with the results obtained by previous researchers. Copyright © 2013 John Wiley & Sons, Ltd.     

松辽盆地地浸砂岩型铀矿勘查及其找矿方向

20世纪90年代开始,在松辽盆地开展了地浸砂岩型铀矿区域评价工作.盆地的西南部投入数万米钻探工作量开展以第三系和上白垩统嫩江组、姚家组为目的层的找矿工作,取得了较大突破,发现并提交了我国第一个板状砂岩型铀矿床,所建立的双混合叠造铀成矿模式丰富了地浸砂岩型铀成矿理论.在此基础上总结出白垩系砂岩型铀成矿控矿因素和找矿标志.盆地东部构造反转有利于形成砂岩型铀矿床.第三系以潜水氧化为主,还原物质缺乏,而且新构造运动对其改造微弱,总的成矿条件不理想,不宜作为主攻目的层.盆地坳陷阶段沉积的泉头组、青山口组、姚家组为主要找矿目的层,找矿重点在盆地东南部通辽-双辽-德惠地区.下一步科研工作重点为:完善QJD砂岩型铀矿模式、盆地油气与铀成矿关系、白垩纪古水文地质条件的研究.     

福建龙海土壤垂向剖面元素分布特征

基于福建省龙海市4类典型成土母质的垂向土壤剖面样品分析数据,研究了常量组分和微量元素含量及剖面分布特征。结果表明:研究区在温暖湿润气候条件下,化学风化作用强烈,Ca、Mg、Na、Si、K淋失贫化,含量明显低于全国均值,Al、Fe则相对富集,风化淋溶系数( ba)和硅铝铁率( Saf)值远低于全国土壤,土壤风化程度达到脱硅富铝铁阶段,花岗岩类成土母岩区风化作用尤为强烈;剖面土壤环境质量总体较好,微量元素含量与成土母质密切有关,九龙江口冲海积成因(剖面1)土壤重金属含量明显高于其他3个剖面;多数微量元素垂向分布受常量组分的控制,As、Cd、Cu、Hg、Pb、Zn与土壤中Fe等组分具有显著正相关性。因表层土壤中细粒黏质组分随地表径流淋失或下渗迁移,导致表层土壤低Fe、Al和重金属元素;在生物地球化学循环和人为污染的影响下,Hg、Cd、Pb、Zn等在表层土壤呈富集特征;多数重金属元素的相对富集系数小于1.0,且表层土壤无明显富集特征,认为除Hg、Pb等少数重金属元素外,其他元素受人为污染影响较小。     

丽水市旅游气候舒适度分析

采用人体舒适度气象指数（BCMI）、寒冷指数（CI）、温湿指数（THI）和度假气候指数（HCI）等4个综合性的气候指标,对丽水市的旅游气候舒适度进行了分析评价,并着重对比分析了BCMI和HCI对旅游气候适宜性的表征能力。结果表明：丽水市全年有8个月BCMI处在4～6级之间,属一类气候适宜区;冬季CI值较低,无严寒现象,夏季低海拔地区THI值偏高,但海拔600 m以上地区（约占市域面积6成）THI值较低,适宜“避暑纳凉”;HCI比传统的BCMI表现的更客观、更全面,它不仅考虑了气候的热舒适性影响,还考虑了降水和云量对旅游出行及观光的影响,且就时间尺度而言,HCI更适合旅游舒适度逐日预报的开展。     

软土路基沉降与软土层厚度及填土高度的关系分析

本文就路基沉降观测资料进行深入分析,总结出路基沉降与软土层厚度及填土高度的关系和规律,并分析了原因,推导出计算路基沉降的公式,提出了判断填土速率快慢和填土高度变化大小的新方法。     

城市生活垃圾卫生填埋场沉降变形分析

城市生活垃圾填埋场地基沉降和垃圾堆体沉降受到的影响因素多,现行规范的计算方法直接采用与实际相差较大,为减少不均匀沉降对垃圾防渗层的影响、准确确定垃圾储量和保证垃圾堆体的稳定,开展垃圾填埋场沉降研究具有重要意义。垃圾填埋场沉降变形包括地基沉降和垃圾堆体沉降,垃圾堆体沉降又分为主沉降和次沉降,主沉降完成时间短于次沉降。通过对陕西省宝鸡市垃圾填埋场地基土进行沉降计算,最大沉降差超过100 mm,对垃圾防渗层不利影响较大;而对垃圾堆体沉降计算,修正后的计算值与沉降观测值非常接近。考虑不同地区地层差异和垃圾成分差异,积累沉降观测资料具有重要意义。     

江苏地质灾害危险性区域评估与应用

为探究长江漫滩相软土的抗剪强度特征,采用静三轴仪对南京长江漫滩相原状软土进行一系列试验,探讨不同固结条件下漫滩相软土抗剪强度的变化规律。结果表明：当固结度在60%～100%时,增大初始有效围压可在一定程度上提高抗剪强度;在相同围压下,抗剪强度随固结度的增加均规律性增大。以完全固结时的抗剪强度值τf,100%为参考,给出不同固结度下τf对应的折减系数,同时分别给出内摩擦角和黏聚力随固结度的变化关系,为长江漫滩区建设工程地基设计与施工提供参考依据。     

基于熵权的集对分析法在水资源可持续利用评价中的应用——以塔里木河三源流地区为例

以塔里木河三源流地区为研究对象,结合研究区2004-2007年统计年鉴资料,从社会经济、水资源和生态环境三方面构建水资源可持续利用评价指标体系,采用集对分析和熵权法,对研究区水资源可持续利用进行评价.结果表明:塔里木河三源流地区水资源开发利用已基本达到饱和,水资源可持续利用呈现弱不可持续状态,具体表现为和田地区(Ⅲ)阿克苏地区(Ⅲ)喀什地区(Ⅲ).基于评价结果提出了一些促进三源流地区水资源可持续利用的措施.     

Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing

The aim of this paper is to present a methodology for identifying the soil parameters controlling the delayed behaviour from laboratory and in situ pressuremeter tests by using an elasto‐viscoplastic model (EVP‐MCC) based on Perzyna's overstress theory and on the elasto‐plastic Modified Cam Clay model. The influence of both the model parameters and the soil permeability was studied under the loading condition of pressuremeter tests by coupling the proposed model equations with Biot's consolidation theory. On the basis of the parametric study, a methodology for identifying model parameters and soil permeability by inverse analysis from three levels of constant strain rate pressuremeter tests was then proposed and applied on tests performed on natural Saint‐Herblain clay. The methodology was validated by comparing the optimized values of soil parameters and the values of the same parameters obtained from laboratory test results, and also by using the identified parameters to simulate other tests on the same samples. The analysis of the drainage condition and the strain rate effect during a pressuremeter test demonstrated the coupled influence of consolidation and viscous effects on the test results. The numerical results also showed that the inverse analysis procedure could successfully determine the parameters controlling the time‐dependent soil behaviour. Copyright © 2008 John Wiley & Sons, Ltd.