基于遥感和GIS的岩溶区1∶5万区域地质填图难易程度分区

从岩溶区1∶5万区域地质填图的实际需求出发,采用遥感地质综合解译和GIS综合分析相结合的技术手段,在详细解译区域地质、地貌、环境、水文等要素的基础上,以地层延伸性、地形地势、水系形态、冲沟密度为评价参数,定性地划分了研究区1∶5万区域地质填图的难易程度。实地调查显示,区域地质填图难易程度分区的成果与研究区的实际地质情况基本一致,可作为岩溶区1∶5万区域地质填图工作部属的依据,能在保证成果精度的前提下显著提高岩溶区1∶5万区域地质调查的工作效率。      

新时代地质工作战略思考

新时代社会经济发展面临着资源、能源供需形势变化、地质环境加速恶化、资源极大浪费等资源环境问题,现有地质工作体系在理论方法技术、调查要素与精度、专业划分与人才队伍、成果评估与实际利用方面均存在明显不足,亟需进行新时代地质工作的战略定位,建立适应新时代的地质工作新体系。从国家战略层面围绕自然资源开发、保护、永续利用、永保绿色的长期目标,提出新时代地质工作新体系构想。建立以地球系统论为基础的理论体系、国土空间多尺度全要素基础调查体系、全空间资源环境评价体系、空中地面与地下三位一体监测预警与应急救援体系、基于大数据地质信息服务体系等为一体的新时代地质工作新体系,并建立新时代地质工作法律保障和监管体系、地质调查成果认定与发布共享体系,以及中央省市三级地质人才队伍建设体系,适应新时代地质工作需求,提供有利保障。     

新疆三塘湖盆地上石炭统近源凝灰岩致密油藏形成条件

三塘湖盆地上石炭统烃源岩是火山喷发环境下形成的,烃源岩往往与厚度不等的凝灰岩交互出现,但凝灰岩致密储层的厚度和物性差异较大,源储关系较复杂,因而近源凝灰岩致密油藏的形成需要特定的条件。为了认识三塘湖盆地上石炭统近源凝灰岩致密油藏的形成条件,以典型致密油藏M36为例,综合运用岩心、薄片、测录井、地球化学测试等资料,对成藏要素进行解剖,建立上石炭统凝灰岩致密储层及烃源岩有效性的评价标准,并总结出近源致密油藏成藏模式。结果表明,储层孔隙度大于5%、对应渗透率大于0.07×10-3μm2的凝灰岩可以作为有效储层;烃源岩有机碳含量在4.0%以上,对应生烃潜量大于10%,且Ro大于0.8%的高炭泥岩、暗色泥岩为优质烃源岩;较好的储层、优质的烃源岩和互层型源储配置关系是近源凝灰岩致密油藏的形成条件。     

辽宁凌源四合当地区九佛堂组珍稀化石层划分及意义

辽宁省凌源市四合当地区九佛堂组含有丰富的中生代热河生物群化石,尤其是珍稀化石.通过剖面测制、化石采集以及实地调查等手段,将九佛堂组划分为3个段,确定了化石层的分布及重要化石的产出层位,同时命名了3个化石层：一段的韩家沟层、二段的卅二道湾层、三段的四合当层,加深了辽西九佛堂组化石层的研究程度.     

大兴安岭伊勒呼里山早白垩世碱长花岗岩年龄、地球化学特征及其地质意义

对大兴安岭伊勒呼里山早白垩世碱长花岗岩进行了岩相学、地球化学、LA-ICP-MS锆石U-Pb定年研究。伊勒呼里山地区碱长花岗岩主量元素具有富Si、富碱,贫Mg、Ca的特征;微量元素亏损Sr、P、Eu、Ti,富集K、Rb、Th等不相容元素,元素地球化学特征表明,岩体为铝质A型花岗岩(A/CNK=0.88~1.21,A/NK=0.94~1.49)。测年结果显示,粗中粒碱长花岗岩的锆石年龄为140.3±1.0Ma,细中粒碱长花岗岩锆石年龄为137.9±0.8Ma,均形成于早白垩世。结合区域研究资料,伊勒呼里山地区碱长花岗岩岩体的形成与蒙古-鄂霍茨克洋闭合后的岩石圈伸展密切相关,其岩浆源区可能为地壳物质的部分熔融。     

Geoscience Frontiers 2017 Annual Convention

正The 2017 Geoscience Frontiers Annual Convention was held in Beijing,China during October 19-21,2017 hosted by China University of Geosciences,Beijing(Fig.1).This convention assembled earth scientists from seven countries,including Australia(Dr.Christopher Spencer and Dr.Stijn Glorie),Korea(Dr.S.Kwon),India(Dr.Shaji Erath),Japan(Dr.Toshiaki Tsunogae and Dr.Masaki Yoshida),Russia(Dr.Inna Safonova),UK(Dr.Nick Roberts),China,and also     

Acquiring high-resolution topography and performing spatial analysis of loess landslides by using low-cost UAVs

The Loess Plateau is a region in China prone to frequent geological disasters, where thousands of loess landslides can be found. Conventional field survey methods are inadequate for the requirements of fine spatial analysis of landslides. Due to its numerous advantages (fast, efficient, low cost, safe, and able to acquire high-resolution data), structure from motion (SfM) technique to photogrammetric orientation of flights and modeling applied to photographs taken by unmanned aerial vehicles (UAVs) equipped with a camera has become a powerful new tool for the generation of high-resolution topography that has emerged in recent years, which has become a powerful new technique for acquiring high-resolution topographic data. In this study, we conducted nearly two months of field UAV surveys of loess landslides on the Loess Plateau, eventually established 3D digital models for 11 loess landslides, and produced high-resolution digital orthophoto maps (DOMs) and digital elevation models (DEMs). High-resolution spatial analysis of the loess landslides (mainly including characteristic parameter extraction, topography profile analysis, surface feature analysis, and hydrologic analysis) was performed using Agisoft PhotoScan, ArcGIS 10.2, Global Mapper 17, and Origin Pro 9.0. The UAV technique allows us to further understand the micro-level internal spatial and structural characteristics of loess landslides. Moreover, not only does it allow us to accurately measure the characteristic geometric parameters but also enables us to detect the surface details of loess landslides (e.g., textures, fissures, and micro-landforms). Manifestly, we can also deduce the original structural characteristics and possible inducement mechanism of landslides based on a combination of high-resolution data acquired by UAVs, proper ground surveys, and theoretical knowledge. In summary, the low-cost UAVs are highly and especially suitable for surveys and digital terrain analysis of landslides on the Loess Plateau with sparse vegetation.     

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.     

Transport behavior of nZnO in geosynthetic clay liner used in municipal solid waste landfills under temperature effect

The transport process of nZnO in geosynthetic clay liner (GCL), an anti-seepage material used in municipal solid waste (MSW) landfills, under different seepage temperature conditions was conducted. The transport behavior of nZnO in GCL was analyzed. Results showed that the retardation performance of current GCL used in MSW landfills anti-seepage system against nZnO pollutants was poor. nZnO successfully permeated the GCL and entered external soil–groundwater environment, posing health threats to the life of organisms. Although seepage temperature exerted a small effect on nZnO suspension leakage volume, change in seepage temperature affects the mass of transported nZnO in GCL by redispersion of nZnO in suspension. As the seepage temperature increases, the mass of nZnO that permeated the GCL increases, reaching a maximum at 50 °C, and then decreases.     

Evolution of the shape parameter in the Weibull distribution for brittle rocks under uniaxial compression

Applying the statistical damage theory based on the Weibull distribution to describe rock deformation and failure processes is an important development in rock mechanics. The shape parameter of the Weibull distribution, m, determines the basic shape of the distribution curve; additionally, it also represents a physical characteristic which can be applied when constructing rock constitutive models. To study the evolution of m during rock failure when applying the Weibull distribution to rock mechanics, uniaxial cyclic loading tests of shale specimens were conducted and previous rock mechanics experiments under different temperatures and loading rates were reviewed. The results indicate that m varied with the accumulation of damage but was almost constant between the volume expansion point and the peak strength point of each specimen. Combined with previous studies about the accelerated failure behavior of rocks, we conclude that between the volume expansion point and the peak strength point, the mechanical behavior of the rock fracture process did not change significantly. Based on the characteristics of m at different damage stages during the rock failure process, ranges of m values at different damage stages are proposed. The conclusions reached in this study may be used as an important reference for theoretical research on rock mechanics.