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101.
The rock masses of hydro-fluctuation belt experience seepage pressure following impoundment in the Three Gorges Reservoir; its creep behaviors are significant for reservoir bank slopes. To study the creep behaviors under seepage pressure (0, 1.45, and 1.75 MPa), we performed creep tests using representative landslide sandstone in the Three Gorges Reservoir and investigated the sandstone creep behaviors under the coupling effects of seepage pressure and stress. Previous researches on rocks have usually regarded the creep constitutive parameter as a constant; however, in this study, a nonlinear, nonstationary, plastic-viscous (NNPV) creep model which can describe the curve of sandstone creep tests is proposed. The rock-creep parameters under three levels of seepage pressure were identified, and theoretical curves using the NNPV model agreed well with the experimental data, indicating that the new model cannot only describe the primary creep and secondary creep stages under varying seepage pressures but also, in particular, perfectly describes the tertiary creep stage. Finally, the sensitivity of the NNPV model parameters is analyzed, and the result shows that the nonstationary coefficient α and the nonlinear coefficient m are main parameters affecting the tertiary creep stage.  相似文献   
102.
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.  相似文献   
103.
The Qingling–Bashan (QB) mountain region in southern Shaanxi mainly consists of strongly compressive zones from east to west, with tight folds and compressive fractures. There is a wide distribution of soft rocks of various types, such as phyllite and slate, accompanied by complex geological structures. Ironically, tunnel construction in these difficult grounds with complicated geological conditions embraces a high risk of extreme deformation due to various unpredictable reasons, which can frequently cause collapse and result in budget overruns during the construction period. Therefore, it is crucial to conduct effective countermeasures to eliminate or avoid such adverse impacts. This paper provides a case study on the “Yingfeng tunnel” (a tunnel constructed in soft rock consisting of a slate ground) based on a geological survey, indoor experiments and in situ monitoring. A successive rock mass deformation resulted in the tunnel lining seriously intruding into construction clearance and some other sections, even collapsing during the construction. The maximum displacement amount was 62.5 cm, while the maximum deformation speed reached as high as 34.18 mm/day. Additionally, to evaluate the construction impacts of tunnelling-induced geo-hazards, an investigation on extreme deformation was conducted. Considering the time-dependent features of the rock mass deformation, the constraint-convergence method was used to put forward applicable countermeasures in this paper. Finally, from the feedbacks of monitoring results, extreme deformation of the Yingfeng tunnel was effectively controlled.  相似文献   
104.
The Belt and Road initiative has a significant focus on infrastructure, trade, and economic development across a vast region, and it also provides significant opportunities for sustainable development. The combined pressure of climate variability, intensified use of resources, and the fragility of ecosystems make it very challenging, however, to achieve future sustainability. To develop the path in a sustainable way, it is important to have a comprehensive understanding of these issues across nations and evaluate them in a scientific and well-informed approach. In this context, the Digital Belt and Road (DBAR) program was initiated as an international venture to share expertise, knowledge, technologies, and data to demonstrate the role of Earth observation science and technology and big Earth data applications to support large-scale development. In this paper, we identify pressing challenges, present the research priorities and foci of the DBAR program, and propose solutions where big Earth data can make significant contributions. This paper calls for further joint actions and collaboration to build a digital silk road in support of sustainable development at national, regional and global levels.  相似文献   
105.
贵州罗甸纳庆剖面是竞争谢尔普霍夫阶底界全球界线层型剖面和点位的最有力候选剖面之一.纳饶剖面紧邻纳庆剖面,是其辅助剖面.纳饶剖面维宪阶-谢尔普霍夫阶(Viséan-Serpukhovian)界线层段的牙形刺生物地层已经初步建立,可与纳庆剖面直接对比.纳饶剖面V/S界线位于41.8 m处,是以牙形刺演化谱系L.nodosa-L.ziegleri中L.ziegleri的首现来定义的.本研究报道了这一界线层段的有孔虫化石.界线附近共识别出有孔虫23属28种,建立了两个有孔虫带,自下而上分别是Asteroarchaediscus rugosus带和Janischewskina delicata带.A.rugosus带是维宪最晚期的有孔虫带.J.delicata带是谢尔普霍夫初期的有孔虫带,以44 m处J.delicata的首现为标志.纳饶剖面V/S界线2.2 m内同时出现了谢尔普霍夫阶底界标志性的牙形刺和有孔虫,为该界线附近牙形刺和有孔虫的对比提供了重要依据.  相似文献   
106.
梁建设  孔令武  邱春光  李华  贾屾  龙旭 《地球科学》2021,46(8):2919-2933
东非海岸盆地天然气资源丰富,是世界天然气勘探的热点地区.东非海岸重点盆地的天然气为腐泥型高温裂解气,主要来源于下侏罗统局限海相优质烃源岩.大型断裂控制了东非海岸重点盆地天然气的垂向运移,研究区主要发育大型伸展断裂和大型走滑断裂.大型走滑断裂是坦桑尼亚盆地南部天然气藏的主要运移通道,其主要活动时期为晚白垩世-古新世,控制了白垩系-古近系浊积砂岩气藏的油气运移成藏.大型伸展断裂是鲁伍马盆地天然气藏的主要运移通道,其主要活动时期为古新世、渐新世和新近纪,控制了古近系浊积砂岩气藏的油气运移成藏.砂体规模控制了深水区岩性或构造-岩性圈闭的大小,进而控制了天然气藏的规模.受天然气运移方式的控制,东非海岸盆地形成了大型走滑断裂控藏模式和大型伸展断裂控藏模式.   相似文献   
107.
为探讨陆相断陷湖盆陡坡带构造活动控制下水下粗碎屑岩沉积特征、搬运机制及其演化规律,以滦平断陷盆地陡坡带下白垩统西瓜园组为研究对象,采用无人机倾斜摄影、实测剖面、砾石定向性定量表征等技术方法,从沉积背景、岩相类型、沉积单元及相序特征等方面开展野外露头解剖工作.滦平盆地西瓜园组沉积时期,近岸水下扇沉积于构造沉降速率大、湖平面上升、深水、古地貌陡峭环境,洪水携带粗碎屑沉积沿陡坡带入湖,底部发育与地震活动相关的砾质碎屑流,伴随发育滑动—滑塌沉积,上部发育高密度浊流.随着沉积物不断供给,斜坡坡度逐渐减小;随着粗碎屑沉积搬运距离不断增加,砂砾质碎屑流中砾石表现出明显定向性,高密度浊流所占厚度比例增加;末端以低密度浊流为主.扇三角洲沉积于构造沉降速率相对较低、水深相对较浅、古地貌相对平缓的环境,发育相对成熟的供源体系,汇水系统长度较长,扇三角洲前缘粗碎屑岩由碎屑流向高密度浊流、牵引流、低密度浊流转换.   相似文献   
108.
老挝西北部的沉积演化历史一直未能很好地界定.因此,在老挝西北部地区出露较好的二叠纪地层中采集了4个砂岩样品,并系统开展了岩石学、地球化学和碎屑锆石U-Pb年代学的研究.岩相学表明该套样品主要包括了长石石英砂岩、岩屑砂岩和杂砂岩.全岩地球化学结果显示这些砂岩样品以高SiO2(64.9%~91.2%)、高Al2O3(5.0%~17.4%)和高CIA(59.6~89.9)为特征,说明它们经历了中等至强的风化作用.另外,样品的微量元素地球化学特征也暗示其物源主要为来自岛弧环境和活动大陆边缘的长英质岩石,并伴有少量再循环沉积物.碎屑锆石U-Pb年代学结果显示出这4个样品具有1 880~1 870 Ma、1 470~1 450 Ma、890~860 Ma、450~415 Ma和275~252 Ma的5个主要年龄峰,其中275~252 Ma为最大的沉积年龄,因此,可以将研究区地层时代限定在不早于晚二叠世.综合前人研究及与邻近盆地碎屑锆石U-Pb年龄谱系的对比,认为前志留纪的锆石大多来自于扬子板块古老基底的再循环沉积物,志留纪至二叠纪的碎屑锆石主要来源于长山带、昌宁-孟连带、临沧-素可泰岩浆岩带和邻近金三角地区,证明了印支板块北缘与思茅地块在古特提斯演化时期为一个整体,在二叠纪时期具有扬子板块的亲缘性.   相似文献   
109.
东昆仑驼路沟钴(金)矿床是青海省发现的首个独立大型喷流沉积型矿床,说明容矿围岩为一套海相火山-沉积岩系。本文在野外调查的基础上,对该矿区短沟矿段YM1坑口的硅质钠长岩进行岩石学、LA-ICP-MS锆石UPb年代学及Hf同位素分析。结果表明,区内钠长岩的形成年龄为(457.3±4.6)Ma,佐证了该矿区喷流作用成岩与成矿的同时性;另外获得9.20~1.10 Ga和2.40~2.50 Ga的2个年龄集中区,说明了研究区基底演化和源区物质的复杂性。Hf同位素显示为两个集中区,其中年龄峰值422~459 Ma的锆石获得εHf(t)值为-0.61~12.72,表明锆石母岩主要为新生的地壳物质,指示硅质钠长岩的形成与海底火山喷发作用密切相关;另外0.85~1.10 Ga的锆石εHf(t)值为-15.09~-0.07,其锆石母岩中主要为再造的古老地壳,表明该区基底源区物质的复杂性。通过区域对比分析,认为驼路沟矿区含矿火山-沉积岩系形成时代与钠长岩年龄、成矿年龄非常接近,喷流沉积时代应为晚奥陶世。  相似文献   
110.
珊瑚是地球上最古老的原住民,具有近6×108年的发育史,弱势群居、喜温和原地长成是珊瑚的基本特征。作者介绍了珊瑚-珊瑚礁的基本特征,综述了跨十年调查的研究区珍贵照片资料和相关认识,指出中国是全球主要的珊瑚-珊瑚礁国家,地位举足轻重;珊瑚-珊瑚礁作为地球生物多样性的代表,造岛、固礁、护鱼、防护岛岸流失,形成南海四大群岛280余座岛、礁、滩、沙,所构建庞大海洋生态系统是无与伦比的海洋生态资源和寸土寸金的南海海洋国土。提出划分南海珊瑚-珊瑚礁为中央区和周缘区2个分布区,阐述了南海中央区珊瑚-珊瑚礁的基本特征,系统汇集报道了间隔10年2个科考航次调查在浅水礁盘浮潜、至20 m水深浅潜-深潜和礁盘及开展岛、礁、滩、沙地质调查的发现,包括科学定名46种六放石珊瑚和6种八放软珊瑚等成果,同时,收集了西沙、中沙、东沙和南沙群岛海域的相关调查航次珊瑚照片;进一步阐述了单体环礁和复合环礁的特征及分布,并进行了初步对比,指出永乐环礁是南海唯一一个真正的切合达尔文模式的环礁,也是环礁发展到最高阶段的产物,构成现代海洋珊瑚-珊瑚礁形成演化研究最好的天然实验室。  相似文献   
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