Biaxial test simulations using a packing of polygonal particles

The mechanical response of cohesionless granular materials under monotonic loading is studied by performing molecular dynamic simulations. The diversity of shapes of soil grains is modelled by using randomly generated convex polygons as granular particles. Results of the biaxial test obtained for dense and loose media show that samples achieve the same void ratio at large strains independent of their initial density state. This limit state resembles the so‐called critical state of soil mechanics, except for some stress fluctuations, which remain for large deformations. These fluctuations are studied at the micro‐mechanical level, by following the evolution of the co‐ordination number, force chains and the fraction of the sliding contacts of the sample. Copyright © 2007 John Wiley & Sons, Ltd.     

利用MC-ICPMS对水样中硼同位素比值的测定

采用Amberlite IRA-743硼特效树脂进行水溶液中硼的分离,对洗脱液温度、体积以及树脂动态交换容量等进行了实验.它的动态交换容量为4.2 mg/g,在室温条件下,用5 mL 2%HNO3可定量从树脂柱上洗脱被吸附的硼.采用Neptune型MC-ICPMS进行硼同位素组成的测定,1 μg/g浓度的硼标准溶液获得放大的信号强度约为0.7V,硼的化学分离过程有效避免了质量歧视效应.实验结果表明,MC-ICPMS对硼存在严重的记忆效应,通过采用5%HNO3-(1%HNO3 0.1%HF)-H2O-20%NH3H2O-H2O的交替清洗方法,可在约1 h内消除硼的记忆效应.在最佳仪器条件下,对含有250 ng硼的水样,可以快速测定硼的同位素组成,占δ11B测定的绝对偏差为0.4‰-0.5‰(SD).     

Flexural isostatic response of the Alps to increased Quaternary erosion recorded by foreland basin remnants,SE France

We test the hypothesis that flexural isostatic compensation of the mass removed by enhanced Quaternary erosion is responsible for uplift of the Western European Alps and their forelands. We use two well‐preserved and well‐dated (1.8 Ma) abandonment surfaces of foreland basin remnants in SE France (the Chambaran and Valensole plateaux) as passive benchmarks for tilting of the foreland. Estimating their initial slope from morphometric scaling relationships, we determine bulk post‐depositional tilting of 0.5–0.8% for these surfaces. The calculated isostatic response of the Alpine lithosphere to erosional unloading, using the method recently proposed by Champagnac et al. [Geology 35 (2007) 195–198] , yields a predicted tilting of 0.3–0.4% in the considered areas, explaining approximately half of the determined post‐depositional tilting. Such long‐term deformation being insensitive to cyclic loading/unloading because of glaciations, we suspect the other half to be related to as yet undetermined long‐wavelength and long‐lived tectonic process(es).     

川西108国道高位崩塌成因与运动特征

2007年5月25日于川西108国道某段发生的高位崩塌造成了重大人员伤亡和财产损失。综合地质调查、三维激光扫描技术、爆破振动效应分析以及历史崩塌与降雨关系的统计分析,得出了地形高陡、岩体破碎及降雨诱发等是崩塌产生的主要原因,爆破振动对其也有轻微间接影响。根据边坡形态及塌落高度,运用运动学原理及能量法还对崩塌体的撞击速度及冲击力进行了计算分析。     

基于泡沫钻进中消泡装置的试验研究

泡沫钻进过程中,会产生很多泡沫,如不及时清除,会造成施工现场泡沫的大量堆积,影响正常的生产。因此,选择合适的消泡方法在泡沫钻进过程中是非常重要的环节。选用机械消泡法中的缝隙式消泡器,建立消泡装置室内试验台进行试验,取得了良好的效果,消泡率可达86%。     

两种随机地下水位动态预测模型在吉林西部的应用与对比

时间序列模型和人工神经网络模型是两种常见的地下水资源模拟预测模型,为了对比二者的优缺点,本文对比分析了两者的建模过程及其模拟精度.选择吉林省西部干旱半干旱区为研究区,该区地下水资源在过去10年问由于长期超采而导致地下水位持续下降.相比ANN模型,时间序列模型建模过程更为简单,计算效率更高."后验差"检验结果表明两种模型均能很好的模拟地下水位变化规律,但改进ANN具有更高的拟舍精度.同时,两种模型预报结果均显示研究区如继续按过去的开发模式开采地下水,地下水位还将持续下降,且下降速率逐步增大.     

贵州绥阳双河洞国家地质公园洞穴基本特征及成因探讨

106地质大队于1959～1960年曾对双河洞石膏矿进行过地质勘查。1986年～2006年4月,先后有中、法、日等国专家19次进双河洞考察,初步查明了该洞总长度为105.7km,是亚洲第二长洞,在世界上排名第16位。该洞不仅规模宏大,网络复杂,且有一定数量的次生淋滤型石膏矿分布,成为国内外罕见的独特洞穴景观。双河洞自2004年荣获国家地质公园称号以来,已引起国内外专家的广泛关注。该洞的形成,与该区域大范围内下寒武统清虚洞组上部至中寒武统平井组下部白云岩中,含大量硬石膏层有着密切的成因联系。     

钙质成岩作用对有孔虫氧同位素的影响

通过对南海北部ODPl84航次1148站井深477m之下深海相渐新世浮游有孔虫Globoquadrina压扁壳、次生方解石和充填壳的氧同位素对比，定量分析了钙质成岩作用对壳体氧同位素的影响，结果发现，受成岩作用影响，1148站浮游有孔虫氧同位素显著变轻，这种变化趋势与低纬度开放性大洋明显不同。其原因可能与南海海盆扩张早期，大量陆源物质从较窄陆架可以直接沉积到海底，由于陆源物质氧同位素相对偏负，当与海洋沉积物混合后，引起本区沉积物孔隙水氧离子浓度变轻。而扩张初始，高的沉积速率可能使钙质壳体被快速封存在一个相对孤立的系统中，造成孔隙水离子成为影响壳体氧同位素变化的主要因素。当氧同位素相对较重的有孔虫壳体溶解和重结晶并与孔隙水离子发生交换时，引起壳体δ^18O负向偏移。     

从统计分析看控制东海重矿物分布的因素

任何地质作用过程都是复杂的,东海也不例外,其沉积过程具有长期性、继承性和叠加性的特点.因而反映在矿物组合及其分布变化上较为复杂,影响因素颇多.然而,运用数学地质方法却可帮助我们寻找和确定其主要的影响因素,查明它们的相互关系,甚至建立定量描述的模式.而这正是传统地质学研究中的难题之一.     

Centrifugal test of a road embankment built after new dredger fill on thick marine clay

Abstract

The construction of a 100-km road network is planned on a land reclamation area in the Oujiang Estuary in China. The embankment had a height of 4 m and a base width of 60 m. The reclamation area is newly filled by a 3-m dredger fill on a 48-m thick layer of marine clay. Estimation of the settlement of the future road network is difficult. To guide the construction of the road network, a 1/100-scale centrifuge model test was performed with a marine clay sample from the construction site to simulate the layered settlements and evaluate the drainage effect of prefabricated vertical drains in the dredger fill in the following 10 years. The results of the centrifuge modeling test are verified by 10-month in situ monitoring, which shows agreement between the centrifuge modeling test results and the in situ results. The test results indicate that additional time is needed to reinforce the newly added dredger fill by the surcharge preloading method to uplift the elevation of the reclamation area with dredger fill.