GNSS多系统组合精密定位研究进展

近年来,我国北斗卫星导航系统(BDS)以及欧洲伽利略卫星导航系统(GALILEO)正在快速建设与发展,同时,GPS和GLONASS卫星导航系统的现代化也在逐步推进,卫星导航定位领域正发生着深刻的变革。系统介绍了各卫星导航系统的建设和发展状况,探讨了多系统组合定位带来的机遇和面临的挑战,以及当前对这些问题的研究现状,最后对多系统组合定位的应用前景进行展望。     

吉林红旗岭镁铁-超镁铁质岩体地球化学特征及其岩石成因意义

红旗岭铜镍硫化物矿床位于兴-蒙造山带东部。矿区出露30多个镁铁-超镁铁质侵入体,主要由橄榄岩、辉石岩和辉(苏)长岩组成。本文通过对红旗岭含矿镁铁-超镁铁质岩体的主、微量及铂族元素(PGE)的研究,探讨了红旗岭岩体成矿母岩浆性质、PGE亏损的原因以及岩体形成的构造环境。全岩主、微量元素地球化学分析表明,红旗岭岩体具有高MgO(平均28.75%)、低TiO2(平均0.44%),富集轻稀土元素(LREE)、亏损高场强元素(HFSE),极低ΣPGE(平均2.08×10~(-9))和高Cu/Pd(平均2916×10~3)的特征。岩石样品显示相似的微量和PGE配分模式,表明其来源于相同的岩浆源区。根据橄榄石-熔体平衡及质量平衡原理估算出红旗岭母岩浆为高镁玄武质岩浆(MgO=10.74%、FeO=7.78%)。红旗岭母岩浆在早期演化过程中发生硫化物熔离作用导致了红旗岭含矿岩体PGE的极度亏损。结合中亚造山带东段构造演化历史,本文认为红旗岭岩体形成于晚三叠世碰撞后伸展环境,矿床的形成受到了古亚洲洋俯冲结束后板片断离的影响。     

Geology of the Yap Trench: new observations from a transect near 10°N from manned submersible Jiaolong

This paper describes the petrology and geochemistry of rocks from the Yap Trench acquired by three dives of the Jiaolong research submarine. Combining the geophysical data and submersible observations, this paper describes the geomorphology, shallow structures, and sedimentology of the Yap Trench and further discusses the tectonics and activities of this region. Two obvious slope breaks are found on the landward slope, and horsts and grabens with small fault offsets are observed in the ocean-ward slope of the trench. Peridotites sampled from the Yap Trench inner wall are highly depleted subduction-related mantle residues. Volcanic rocks in the northern segment of the trench have subduction-related characteristics that Yap fore-arc rocks underwent metasomatism during Cenozoic subduction. The rocks with remarkable lithologic difference from lithospheric mantle and upper crust sampled in the break slopes suggest that the slope break area may represent a lithologic boundary or transition zone. The landward slope of the Yap Trench was removed by subduction erosion as a result of collision with the Caroline Ridge. The bending of the down-going plate caused normal faults, horsts, and grabens with little or no sediments indicating that the Caroline Ridge is subducting beneath the Yap arc along the trench even though the convergence rate is very slow.     

区域综合地质调查助力乡村振兴的关键内容、战略路径与未来对策

区域综合地质调查是助力乡村振兴的基础性工作和重要技术支撑。本研究基于地质视角解读乡村振兴,围绕乡村人地安全、产业发展、地质文化、环境保护等方面进行剖析,提出地质灾害调查、工程地质评价、水文地质调查、农业地质调查、旅游地质遗迹调查等区域综合地质调查助力乡村振兴的关键内容;为提高助力效率效果,需做好项目顶层设计、制定乡村地区区域地质调查技术要求等标准、构建服务地方工作机制、开展系统人才培训培养等战略路径。未来乡村发展中,应进一步解决区域统筹部署与重点发展村镇选择、综合地质调查与乡村规划建设空间尺度匹配、综合地质调查和纵向专业性调查配合使用、工程地质评价与乡村地下空间集约利用、地质文化村建设与乡村规划建设衔接等问题,不断提高区域综合地质调查技术方法的服务能力,为乡村可持续振兴提供解决思路和方案。     

双碳背景下我国煤炭资源勘查开发布局研究

随着双碳背景下国家能源结构调整和生态文明建设的要求,本文从保障国家主体能源安全和优化煤炭资源勘查开发布局的角度考虑,阐述了中国煤炭资源分布特点及勘查开发现状;从坚持集约与协调发展、改革与创新发展、绿色与清洁发展的基本原则出发,分析了新时期煤炭资源勘查目标：加强大型煤炭基地资源勘查、推进新增煤层气资源储量、加快煤系矿产资源勘查;从资源禀赋、开发强度、市场区位、环境容量、输送通道等方面出发,阐述了14个大型煤炭基地开发布局方向及建设规模,同时要加快煤层气的开发利用。研究成果对未来一段时期煤炭资源勘查开发及煤炭工业高质量发展具有重要的指导意义。     

Research on Creep Deformation and Control Mechanism of Weak Surrounding Rock in Super Large Section Tunnel

Geotechnical and Geological Engineering - In order to solve the difficulties of creep deformation of surrounding rock in super large section tunnel, taking Letuan tunnel of Binlai expressway, a...     

Direct Tensile Tests of Red Sandstone Under Different Loading Rates with the Self-developed Centering Device

To study the tensile strength of rock under different loading rates, direct tensile test is the most accurate method. However, the eccentric tension in the process of rock direct tensile test has a significant influence on the test results. In this paper, firstly, a self-developed centering device for rock direct tensile test is introduced, which can effectively eliminate the eccentric tension in the process of rock direct tensile test. Then, with the aid of the self-developed centering device, the direct tensile tests of red sandstone under the loading rates of 0.001 mm/s, 0.01 mm/s and 0.1 mm/s are successfully carried out. After tests, both the macro failure characteristics and the scanning electron microscope micrograph show that the fracture pattern of the rock is caused by pure tensile loading. The stress-strain curves of the direct tensile test of the red sandstone show that the process of the direct tensile test can be roughly divided into four stages. With the increase of loading rate, both of the tensile strength and the peak tensile strain of the rock increase obviously. The direct tensile test of the red sandstone shows obvious loading rate effect.