CSD1800A型钻机在青藏高原应用效果及对比分析

介绍了CSD1800A型全液压动力头式钻机在青藏高原矿区内的应用效果,并对该型钻机在实际应用中的优点进行了分析;通过与国内外其它钻机的应用效果进行对比,认为CSD1800A型钻机是一款经济实用的中深孔钻机。     

四川1:25万阿坝县幅区调主要成果与进展

四川1∶25万阿坝县幅区调,在三叠系多重划分对比与沉积盆地演化、新近—第四纪阿坝盆地演化、主要断裂带的断裂结构及其活动性研究等方面取得了重要进展,对南水北调西线一期工程区进行了详细地质调查,编制了一期工程区带状地质图、引水线路评价剖面图,提出了引水线路优选方案,为区域地质调查拓宽服务领域提供了经验,开展了区域地质调查数字填图系统应用试点工作,对系统运用的可行性、有效性及适用性进行了探讨,初步建立适宜于工程与环境地质调查为侧重点的数字区域地质调查工作流程与方法,提高了区域地质研究程度和成果报告的社会实用性。     

Comparison of single- and dual-permeability models in simulating the unsaturated hydro-mechanical behavior in a rainfall-triggered landslide

Landslide-prone slopes in earthquake-affected areas commonly feature heterogeneity and high permeability due to the presence of cracks and fissures that were caused by ground shaking. Landslide reactivation in heterogeneous slope may be affected by preferential flow that was commonly occurred under heavy rainfall. Current hydro-mechanical models that are based on a single-permeability model consider soil as a homogeneous continuum, which, however, cannot explicitly represent the hydraulic properties of heterogeneous soil. The present study adopted a dual-permeability model, using two Darcy-Richards equations to simulate the infiltration processes in both matrix and preferential flow domains. The hydrological results were integrated with an infinite slope stability approach, attempting to investigate the hydro-mechanical behavior. A coarse-textured unstable slope in an earthquake-affected area was chosen for conducting artificial rainfall experiment, and in the experiment slope, failure was triggered several times under heavy rainfall. The simulated hydro-mechanical results of both single- and dual-permeability model were compared with the measurements, including soil moisture content, pore water pressure, and slope stability conditions. Under high-intensity rainfall, the measured soil moisture and pore water pressure at 1-m depth showed faster hydrological response than its simulations, which can be regarded as a typical evidence of preferential flow. We found the dual-permeability model substantially improved the quantification of hydro-mechanical processes. Such improvement could assist in obtaining more reliable landslide-triggering predication. In the light of the implementation of a dual-permeability model for slope stability analysis, a more flexible and robust early warning system for shallow landslides hazard in coarse-textured slopes could be provided.     

内蒙古锡林浩特岩群岩相学、地球化学特征及构造环境分析

锡林浩特岩群是内蒙古中东部锡林郭勒微地块内原锡林郭勒杂岩的重要组成部分,由一套片麻岩夹层状斜长角闪岩、磁铁石英岩和变粒岩等变质岩组成,形成于中元古代［1］。岩群中片麻岩样品显示轻稀土元素富集的中等分异特征((La/Yb)N=4.71~7.97),斜长角闪岩具有平坦型((La/Yb)N=0.74~0.95)和轻稀土元素微弱富集型((La/Yb)N=1.06~3.63)两种稀土元素配分模式。在微量元素N MORB标准化图解中,斜长角闪岩显示出洋中脊玄武岩和岛弧玄武岩的过渡类型特征。同时结合岩相学和岩石地球化学图解分析,推断片麻岩原岩为富含泥质的亚杂砂岩,而斜长角闪岩原岩为一套具有拉斑质到钙碱性过渡型特征的玄武岩;变质沉积岩形成于活动大陆边缘大陆岛弧环境;变质基性火山岩形成于岛弧弧后盆地。二者指示锡林浩特岩群形成于活动大陆边缘体系。     

基于无人机倾斜摄影的黄土滑坡信息多维提取与应用分析

本文针对黄土地区地质灾害调查与评估需求,探索了一种基于无人机倾斜摄影影像和飞控数据的滑坡单体信息多维提取的方法.通过影像处理获得的DEM、DOM和实景三维模型等多维数据,对贾家村滑坡坡形、坡度、相对高差、植被覆盖率、纵坡比降、表面积与物源体积进行定量提取,结合区域气象数据分析了贾家村滑坡年均降雨量时空分布规律,利用相关...     

疏浚粘土固结不排水应力-应变归一化特性分析

将疏浚粘土应力一应变关系与粘性土的含水率联系起来,对于实际工程而言具有很大的参考价值。传统重塑土应力一应变归一化特性的研究只是针对某一特定性质的土体而言,这种归一化的研究方法显然具有一定的局限性。采用归一化含水率w／wl作为归一化因子,对主应力差渐进值进行归一化．探讨了双对数坐标系下主应力差渐进值与w／wl的线性关系。在此基础上基于Konder提出的双曲线模型将主应力差渐进值作为归一化因子,对三种不同疏浚粘土的应力一应变特性进行归一化分析,通过与实验资料的对比表明,提出的方法具有很好的归一化效果。     

广东阳春锡山岩体Ar-Ar年代学研究

本文对广东阳春盆地锡山岩体晚期钾长花岗岩中的钾长石开展了Ar-Ar同位素年代学研究,得到的的Ar-Ar坪年龄为77.6± 0.5 Ma,等时线和反等时线年龄都为76.6±:0.5 Ma,该年龄比前人报道的锆石U-Pb年龄年轻约2~3 Ma,说明锡山晚期岩体发生了快速冷却过程.结合区内大量岩体及钨锡矿床的年代学研究,该地区在白垩世应存在多期成岩成矿活动,是燕山期构造运动在华南地区持续影响的结果.     

Matlab遗传算法工具GUI率定马斯京根模型参数

本文针对传统及改进马斯京根洪水演算模型,利用简单易行的Matlab遗传算法工具(gatool)GUI进行模型参数最优估计,获得不同优化准则下的模型参数,并进行检验.结果表明用Matlab遗传算法工具GUI优选改进后的马斯京根模型参数,收敛能力强、计算时间短、所得演算流量更接近实际.     

沉降-时间曲线呈“S”型的证明及其应用——从土体本构关系

从土体本构关系出发,严格证明了在线性加载或近似线性加载情况下(这和岩土工程实际加载相类似),沉降-时间曲线呈“S”型,并由此建立了新的沉降-时间预测模型,工程应用证明了该模型的合理性。     

Proof of settlement-time curve appearing “S” shape with ramp load and its application base on stress-strain relationship

Based on stress-strain relationship of soil, the proof is made for that s-t curve appears “S” shape when the load is increased linearly, which is similar to construction process. A new model of forecasting the relation of settlement-time is presented. Case history shows the rationality of the method.