期刊文献+
共找到5篇文章
< 1 >
每页显示 20 50 100
晚三叠世龙门山前陆盆地动力学分析 被引量:26
1
作者 李勇 贺佩 +2 位作者 颜照坤 董顺利 陶晓风 《成都理工大学学报(自然科学版)》 CAS CSCD 北大核心 2010年第4期401-411,共11页
晚三叠世龙门山前陆盆地是在扬子板块西缘被动大陆边缘的基础上由印支造山运动而形成的。盆地中地层充填厚度巨大,包括晚三叠世卡尼期至瑞替期的马鞍塘组、小塘子组和须家河组,持续时间达27Ma,显示为一个以不整合面为界的构造层序。该... 晚三叠世龙门山前陆盆地是在扬子板块西缘被动大陆边缘的基础上由印支造山运动而形成的。盆地中地层充填厚度巨大,包括晚三叠世卡尼期至瑞替期的马鞍塘组、小塘子组和须家河组,持续时间达27Ma,显示为一个以不整合面为界的构造层序。该构造层序被一系列不整合面、海泛面和湖泛面分割为4个向上变粗或向上变细的层序(构造地层单元),其充填特征表现为:底部具有典型的挠曲前缘隆起不整合面,层序1的下部为碳酸盐缓坡和海绵礁的建造和淹没过程,上部为进积过程中形成的三角洲沉积物,具有向上变粗的垂向结构;层序2为进积过程中形成的三角洲相砂岩和砾岩;层序3的底部为大型湖泛面,中上部为进积过程中形成的三角洲相和湖泊相砂泥岩夹煤层,具有向上变粗的垂向结构;层序4为冲积扇、扇三角洲粗碎屑砂砾岩和湖泊相泥页岩构成具有向上变细的垂向结构,并截切下伏地层。虽然晚三叠世龙门山前陆盆地的剖面几何形态总体上呈现为西厚东薄的楔形体,但是其内部却由次级的楔状层序和板状层序组成,其中层序1和层序3为楔状体,层序2和层序4为板状体。楔状层序显示为西厚东薄的楔形体,沉积厚度大,以纵向水系为主,具有双物源(包括来自龙门山和前缘隆起区的物源),并以点状物源为主,盆地的西部以扇三角洲、辫状河三角洲沉积物为主,中部以湖泊相为主,东部发育小型三角洲或碳酸盐缓坡沉积物,处于欠补偿状态;板状层序显示为西、东厚度基本一致的板状层,沉积厚度较小,仅具有来自于龙门山的有物源,以横向水系为主,以线状物源为特征,盆地的西部以辫状河三角洲沉积物为主,盆地的中东部为湖泊相沉积物,处于过补偿状态。对晚三叠世楔状前陆盆地进行了弹性挠曲模拟和逆冲事件标定,结果表明,盆地形成机制为构造负载,挠曲盆地的挠曲刚度为(0.5~5)×1024N.m(相当的弹性地层厚度为43~55km)。晚三叠世龙门山冲断带构造负载系统向扬子板块推进速率为5~15mm/a,由2个逆冲子事件构成,早期的推进速度较大,为15mm/a;晚期的推进速度较小,为5mm/a。 展开更多
关键词 楔状层序 板状层序 逆冲构造负载 剥蚀卸载 弹性挠曲模拟 晚三叠世 龙门山前陆盆地 青藏高原东缘
下载PDF
高炉铁口孔道侵蚀过程的模拟 被引量:1
2
作者 马铭 郭满平 +2 位作者 王敏 杜钢 李军 《材料与冶金学报》 CAS 2006年第2期83-85,共3页
从流体动力学的角度出发,建立高炉出铁口处流动的数学模型.基于对孔口出流出口处流线公式的推导并作适当修正,计算出铁时铁口孔道的侵蚀形状,并描述了侵蚀过程.通过水模型实验和模拟计算的方法分别模拟出侵蚀过程.实验与模型假设较为符... 从流体动力学的角度出发,建立高炉出铁口处流动的数学模型.基于对孔口出流出口处流线公式的推导并作适当修正,计算出铁时铁口孔道的侵蚀形状,并描述了侵蚀过程.通过水模型实验和模拟计算的方法分别模拟出侵蚀过程.实验与模型假设较为符合,可以为铁口区的维护以及推荐适宜的打泥量提供参考. 展开更多
关键词 铁口孔道 侵蚀形状 模型
下载PDF
Episodic Orogeny Deduced from Coeval Sedimentary Sequences in the Foreland Basin and Its Implication for Uplift Process of Longmen Mountain,China 被引量:3
3
作者 LI Yong SU De-chen +4 位作者 ZHOU Rong-jun LI Hai-bing Alexander L.DENSMORE YAN Liang YAN Zhao-kun 《Journal of Mountain Science》 SCIE CSCD 2013年第1期29-42,共14页
Longmen Mountain located at the boundary between the Sichuan Basin and Tibetan Plateau,representing the steepest gradient of any edges of the plateau.Three endmember models of uplift process and mechanism have been pr... Longmen Mountain located at the boundary between the Sichuan Basin and Tibetan Plateau,representing the steepest gradient of any edges of the plateau.Three endmember models of uplift process and mechanism have been proposed,including crustal thickening,crustal flow,and crustal isostatic rebound.Here we use coeval sedimentary sequences in the foreland basin to restraint uplift process and mechanism in the Longmen Mountain.The more than 10,000 m thick Late TriassicQuaternary strata filled in this foreland basin and can be divided into six megasequences that are distinguished as two distinct types.The first type is the wedge-shaped megasequences which are sedimentary response of strong active thrust loading events,characterized by a high rate of subsidence and sediment accumulation,coarsening-upward succession and a dual-sourced sediment supply.This type includes Late Triassic,Late Jurassic to Early Cretaceous and Late Cretaceous to Paleogene megasequences.The second type is the tabular megasequences,characterized by the low rate of subsidence and sediment accumulation,finingupward succession,and a single-sourced sediment supply,which is sedimentary response of isostatic rebound and erosion unloading.This type includes the Early to Middle Jurassic,Middle Cretaceous and Neogene to Quaternary megasequences.Basing on sedimentary,active tectonic,geomorphic evidence,we infer that the direction has been reversed from SSWdirected sinistral strike-slip to NNE-directed dextral strike-slip during 40-3.6 Ma,and since 3.6 Ma,the Longmen Mountain thrust belt belong to times of isostatic rebound and erosional unloading with NNEdirected dextral strike-slip.This suggests that crustal isostatic rebound is a primary driver for uplift and topography of the present Longmen Mountain.The Wenchuan(Ms8.0) earthquake,which ruptured a large thrust fault with NNE-directed dextral strikeslip along the range front,is an active manifestation of this crustal isostatic rebound process with dextral strike-slipping and shortening.This process may be the cause for the Wenchuan Earthquake and the apparent paradox of high relief,little shortening,the relative dearth of historical seismicity in the region. 展开更多
关键词 前陆盆地 沉积序列 隆升过程 龙门山 造山运动 走滑运动 情节 地壳均衡
下载PDF
青藏高原东缘中新生代龙门山前陆盆地动力学及其与大陆碰撞作用的耦合关系 被引量:45
4
作者 李勇 P.A.ALLEN +2 位作者 周荣军 A.L.DENSMORE M.A.ELLIS 《地质学报》 EI CAS CSCD 北大核心 2006年第8期1101-1109,共9页
位于青藏高原东缘的龙门山前陆盆地是中国典型的前陆盆地之一。自晚三叠世以来,该盆地充填了厚度大于1万余米的海相至陆相沉积物,以不整合面为界可将其划分为6个构造层序,根据几何形态将构造层序区分为两种类型,即楔状构造层序和板状构... 位于青藏高原东缘的龙门山前陆盆地是中国典型的前陆盆地之一。自晚三叠世以来,该盆地充填了厚度大于1万余米的海相至陆相沉积物,以不整合面为界可将其划分为6个构造层序,根据几何形态将构造层序区分为两种类型,即楔状构造层序和板状构造层序,其中晚三叠世、晚侏罗世、晚白垩世—古近纪构造层序为楔状构造层序,其余为板状构造层序。研究结果表明楔状构造层序为逆冲构造负载的产物,板状构造层序为走滑剥蚀卸载的产物。本次以晚三叠世前陆盆地为典型的楔状前陆盆地开展了逆冲构造负载系统的弹性挠曲动力学模拟,以晚新生代龙门山前陆盆地为典型的板状前陆盆地开展了与走滑剥蚀卸载系统的弹性挠曲动力学模拟,并计算了龙门山构造负载系统向扬子克拉通的推进速率,结果表明龙门山造山楔的推进速率在早期较快(如晚三叠世最大推进速率达15mm/a),晚期较慢(如晚侏罗世、晚白垩世—古近纪最大推进速率仅为6.7mm/a)。进而推测龙门山幕式逆冲作用的构造驱动力来自于青藏高原中生代以来的基麦里大陆加积碰撞和印度与亚洲板块碰撞作用,其中晚三叠世楔状构造层序是羌塘板块与亚洲大陆碰撞的产物,晚侏罗世楔状构造层序是拉萨板块与亚洲大陆碰撞的产物,晚白垩世—古近纪楔状构造层序是科希斯坦板块、印度板块与亚洲大陆碰撞的产物。 展开更多
关键词 楔状构造层序 板状构造层序 逆冲构造负载系统 走滑剥蚀卸载系统 弹性挠曲模拟 大陆碰撞作用 中新生代 龙门山前陆盆地 青藏高原东缘
下载PDF
Influence of particle shape on the erodibility of non-cohesive soil: Insights from coupled CFD-DEM simulations 被引量:6
5
作者 Yuan Guo Yang Yang Xiong (Bill) Yu 《Particuology》 SCIE EI CAS CSCD 2018年第4期12-24,共13页
Soil erosion is a critical process that is being studied in soil science, hydraulic engineering, and geotech- nical engineering. Among many societal and environmental impacts, soil erosion is a major cause for the fai... Soil erosion is a critical process that is being studied in soil science, hydraulic engineering, and geotech- nical engineering. Among many societal and environmental impacts, soil erosion is a major cause for the failures of bridges. The erodibility of soil is determined by its physical and geochemical properties and is also affected by surrounding biological activities. In most of the current models for soil erosion, erodibility of non-cohesive soil is characterized by its median grain size (Dso), density, and porosity. The contribution to erodibility of the irregular shape of soil grains, which plays an important role in the mechanical and hydraulic properties of coarse-grained soils, is generally ignored. In this paper, a coupled computational fluid dynamics and discrete element method model is developed to analyze the influence of the shape of sand grain on soil erodibility. A numerical model for the drag force on spherical and non-spherical particles is verified by using the results from physical free settling experiments. Erosion of sand grains of different shapes is simulated in a virtual erosion function apparatus, a laboratory device used to mea- sure soil erodibility. The simulation results indicate that the grain shape has major effects on erodibility. Spherical particles do not show a critical velocity because of their low rolling resistance, but a critical velocity does exist for angular particles owing to grain interlocking. The erosion rate is proportional to the flow velocity for both spherical and non-spherical particles. The simulation result for angular particle erosion is fairly consistent with the experimental observations, implying that grain shape is an important factor affecting the erodibility of non-cohesive soils. 展开更多
关键词 CFD-DEM Soil erosion Grain shape Erodibility of coarse-grained soil erosion function apparatus mode
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部