地基沉降大变形有限元分析的几何刚度效应

研究了基于完全拉格朗日（Total Lagrangian）描述的大变形有限元法分析地基沉降问题的几何刚度效应。在有限元列式的推导过程中严格考虑了土力学表述习惯的影响。通过算例分析,主要研究了几何刚度效应对荷载-沉降曲线的影响,并对比分析了不同率型大变形分析中的几何刚度效应问题。结果表明,几何刚度效应的存在减小了地基大变形有限元系统的刚度;忽略几何刚度效应将导致沉降计算结果偏小,在地基变形较大的情况下误差更明显,Truesdell率型大变形分析的最终沉降结果与小变形法的结果一致。几何刚度效应在地基大变形有限元分析中具有一定程度的影响,处理不当可能出现结构刚度增大的现象。大变形分析结果的性质偏于刚硬。     

Stable Isotope and Element Geochemistry of Saline Springs in Evaporite-bearing Mengla Basin,South Yunnan,China

正1 Introduction Mengla Basin is a sub-basin in southern evaporitebearing Lanping-Simao Basin.There are many salt springs in the basin.In 2012,11 spring samples were collected for analyses of chemistry and boron,hydrogen and oxygen     

内蒙拜仁达坝银铅锌多金属矿床地球化学异常分带模型研究

拜仁达坝银锌多金属矿床为岩浆热液矿床,通过分析该矿床不同中段微量元素和烃类组分的含量变化特征及其异常展布规律,建立了该矿床的地球化学异常分带模型。     

青海东昆仑东段金矿区地层含矿性分析

近年来勘查成果表明,青海东昆仑东段是一个以金为主的成矿聚集区,各矿区含矿层位不尽相同。通过对不同的含矿地层和岩体地球化学微量元素分析,认为地层并不能提供金矿成矿物质的来源。区域变质作用造成了金的活化迁移,后期的岩浆热液作用对金的富集具有重要的作用。     

地库开挖对已建主楼影响的数值模拟

在基坑开挖过程中,邻近重要建筑物的保护是一个重要的研究课题。对于含有地下车库和主楼的大面积基坑,往往主楼的开挖和建造先于地下车库,而地库往往紧挨着主楼,这就必然出现地库开挖对已建或在建主楼的影响问题。本文结合实际工程,采用有限元分析方法,模拟地库开挖对已建主楼的影响情况。     

牙形石微量元素对生物绝灭事件的响应: 以二叠-三叠系全球层型剖面第一幕绝灭事件为例

首次系统地利用浙江长兴煤山剖面牙形石化石, 依托中国地质大学(武汉) 地质过程与矿产资源国家重点实验室激光剥蚀等离子体质谱仪(LA-ICP-MS) 获取牙形石微区原位元素含量信息.结果显示, 牙形石的Ce异常和稀土总量出现快速的波动, 它们均反映出P/T之交环境(氧化-还原、生态条件等) 的不稳定性.这些微量元素特征可以很好地与古海洋环境和生物绝灭事件耦合.这一研究将为系统探索全球古生代末生物大灭绝及其后生物复苏的过程、时限与古海洋化学及古生态变化性质等问题的研究提供新的途径, 并有望对这些重要科学问题提供有效的制约.      

Geochronology, Geochemistry, Fluid Inclusion and C, O Isotope Compositions of Calcite Veins in the Paleogene of the Jiangling Basin, South China: Implications for Fluid Evolution and Brine Potash Mineralization

Deep-seated potassium-rich brines were identified in the Jiangling Basin, South China. Although magmatic-hydrothermal sources have been proposed, the relationship between brine-type potash mineralization and volcanism remains unclear. In this study, U-Pb geochronology, geochemistry, fluid inclusion and C-O isotopic compositions of hydrothermal vein minerals in the Jiangling Basin are examined. Laser ablation U-Pb dating of calcite veins indicates that the ages are slightly younger than the formation age of the Balingshan basalt. Fluid inclusions in hydrothermal minerals show medium–low homogenization temperatures (160–220°C) and low salinities (0.14 to 4.9 wt% NaCl eqv.) and densities (0.882–0.944 g/cm3). The liquid compositions of fluid inclusions in calcite veins from sedimentary strata have higher contents of potassium, compared with those from basalt. The coupled negative δ13CPDB (?10.3‰ to ?8.0‰) and positive δ18OSMOW (17.4‰ to 20.7‰) values imply that calcite precipitation resulted from CO2 degassing of the basaltic magmatic fluids, as indicated by the gas composition of these inclusions in hydrothermal minerals. Rare earth element patterns indicate that water-rock interaction between hydrothermal fluids and sedimentary wall rocks contributed to the calcite precipitation in sedimentary strata. It is proposed that high-temperature water-rock interaction between magmatic fluids and sedimentary strata resulted in the potassium enrichment in fluids, interpreted as one of the sources of potassium-rich brines in the Jiangling Basin.     

三门峡水库水文要素整编计算软件的设计与实现

本文针对三门峡水库工作实际,分析了目前数字技术条件下三门峡水库水文要素摘录蓄水量计算工作所处的困境和应解决的具体问题,以此为基础提出了三门峡水库水文要素整编计算软件的系统组成和功能模块构成,实现并完成了系统功能设计。     

梁家沟矿区土壤地球化学特征及找矿意义

在1∶1万土壤地球化学测量的基础上,对梁家沟矿区的地球化学特征进行了初步分析,对元素的分布特征及单元素异常特征进行了研究,发现Ag、Pb、Mo、W为矿区具有一定潜力的找矿指标。结合矿区内异常元素组合特征、地球化学—地质成因和找矿远景分析,圈定矿区内冰冷沟、苇子沟和乔沟为找矿靶区。     

Investigating the effect of soil models on deformations caused by braced excavations through an inverse-analysis technique

In this study, a series of inverse-analysis numerical experiments was performed to investigate the effect of soil models on the deformations caused by excavation by using the finite element method. The nonlinear optimization technique that was incorporated into the finite element code was used for the inverse-analysis numerical experiments. Three soil models (the hyperbolic model, pseudo-plasticity model, and modified pseudo-plasticity model) were employed in the intended numerical experiments on a well-documented excavation case history. The results indicate that wall deflection due to excavation can be accurately back-figured by each of the three soil models, while the ground surface settlement can be reasonably optimized only by the pseudo-plasticity model and the modified pseudo-plasticity model. Importantly, the modified pseudo-plasticity model can yield more reasonable simulations when the wall deflection and the ground surface settlement are simultaneously back-figured. The results show that selection of an adequate soil model that is capable of adequately describing the stress–strain-strength characteristics of the soils is essentially crucial when predicting the excavation-induced ground response.