内蒙古巴彦浩特盆地及其南缘上石炭统太原组烃源岩有机地球化学

内蒙古巴彦浩特盆地广泛发育上石炭统太原组煤系烃源岩.在野外地质勘查、典型剖面实测、样品采集及实验分析基础上,开展了有机质丰度、有机质类型、有机质成熟度等有机地球化学特征分析与研究,初步对其生烃潜力进行评价.结果表明：太原组烃源岩有机质丰度高,热演化程度属于成熟—高成熟演化阶段,具备较好的页岩气气源条件.通过多因素叠加分析的方法,圈定了页岩气成藏有利区3处,分别是北部的查干布拉格有利区、通古勒格淖尔嘎查－伊克尔嘎查苏木有利区和南部的下河沿－营盘水有利区.     

大兴安岭北部雄关地区倭勒根岩群大网子岩组火山岩地球化学特征

雄关地区的倭勒根岩群大网子岩组主要为变碎屑岩夹变流纹岩和变粗面安山岩.利用ICP-MS仪器对变粗面安山岩进行锆石U-Pb年龄测定,结果显示变粗面安山岩锆石²⁰⁶Pb/²³⁸U年龄为443.8~783.8 Ma,获得ICP-MS锆石U-Pb同位素谐和年龄为463.7±2.1 Ma,加权平均年龄为463.6±6.4 Ma（ⁿ=10,MSWD=0.073）.所测锆石振荡环带较发育,Th/U值一般为0.42~1.76,具有岩浆成因特征.该年龄代表粗面安山岩形成年龄,认为其形成于中奥陶世,与区域大网子岩组形成时代（寒武纪-早志留世）一致.大网子岩组粗面安山岩属碱钙系列准铝质岩石,铕异常不显著,相对亏损高场强元素,富集大离子亲石元素.岩石具有壳幔混源特征,形成于陆缘环境,与古亚洲洋壳俯冲有关.     

藏东吉塘复式花岗岩成因——来自锆石U-Pb年龄和地球化学的证据

吉塘复式花岗岩位于澜沧江岩浆岩带北段,是研究澜沧江结合带演化过程的重要窗口。对澜沧江北段卡贡地区吉塘复式花岗岩中的黑云母二长花岗岩和花岗闪长岩开展了LA-ICP-MS锆石U-Pb年代学、岩石地球化学研究。研究结果表明,所选锆石样品均具有明显的生长环带,Th/U值普遍大于0.4,为典型的岩浆锆石,分别获得锆石~(206)Pb/~(238)U年龄加权平均值为222.8±1.5Ma(MSWD=1.60,n=16)、213.6±1.1Ma(MSWD=0.98,n=20)和221.1±1.5Ma(MSWD=1.30,n=15),时代均属于晚三叠世。岩石地球化学特征表明,吉塘黑云母二长花岗岩和花岗闪长岩具有较一致的主量、微量元素含量,其变化特征也具有一致性,反映这2类岩石可能为同一期岩浆演化而来;吉塘复式花岗岩属于过铝质S型花岗岩,与临沧花岗岩、纽多花岗岩具有一致的岩石地球化学性质,为澜沧江花岗岩带的重要组成部分,具有统一的构造岩浆活动模式;吉塘复式花岗岩的成因与碰撞造山导致地壳加厚增温及与岩石圈剪切、伸展期有关的深熔作用有关,澜沧江洋的闭合时间可能为273Ma左右。     

基于邻域约束聚类的地球化学异常提取

通过分析地球化学数据的元素值属性和空间位置,提出一种基于邻域约束聚类的方法,使用该方法对地球化学元素聚类后,能提取矩形、环状、半环状等特殊形状,进而提取地球化学异常。选取河南崤山地区2个实验区的地球化学数据进行实验,实验一的结果表明,出现矩形的位置与已知钨矿矿点位置一致;实验二的结果表明,出现环形的位置与已知铜矿矿点位置一致。实验证明了基于邻域约束聚类的方法在提取地球化学异常方面的有效性。     

LOQUAT: an open-source GPU-accelerated SPH solver for geotechnical modeling

Acta Geotechnica - Smoothed particle hydrodynamics (SPH) is a meshless method gaining popularity recently in geotechnical modeling. It is suitable to solve problems involving large deformation,...     

河床底部沙火山特征、演化及其研究意义

沉积后尚未固结的砂体在外部动力的干扰下容易发生液化,形成沙火山、液化砂岩脉等沉积构造,地震是触发液化的最常见动力.在河床现代沉积中发现大量的沙火山构造,其产生过程虽受人为活动影响,形成条件却在盆地特殊构造部位可以满足,分析其特征、演化及动力可以为震积岩及其他成因软沉积变形研究提供参考.研究结果显示,不同规模及对应特征的...     

利用Kmeans-RBF神经网络提高重力格网化数据精度

针对重力测量数据在格网化过程中精度会被降低的问题,顾及空间重力异常和地形的强相关性,提出了三维Kmeans-RBF神经网络方法,该方法利用神经网络的复杂非线性映射学习能力进行推估建模,并在模型训练和推估时加入地形数据作为物理控制。最后基于美国爱达荷州地区的实测重力数据进行验证,实验结果表明:该方法相对于二维Kmeans-RBF神经网络方法和直接进行拟合推估的Kriging方法,实验区内精度分别提高了24.85%和44.84%。     

Study of the interaction between dry granular flows and rigid barriers with an SPH model

This study uses an incompressible smoothed‐particle hydrodynamics model to investigate the interaction between dry granular material flows and rigid barriers. The primary aim is to summarise some practical guidelines for the design of debris‐resisting barriers. The granular materials are modelled as a rigid‐perfectly plastic material where the plastic flow corresponds to the critical state. The coupled continuity equation and momentum equation are solved by a semi‐implicit algorithm. Compared with flows in controlled flume experiments, the model adequately reproduces both the kinetic of the flows and the impact force under various conditions. Then the numerical simulations are used to study the detailed interaction process. It is illustrated quantitatively that the interaction force consists of two parts, ie, the earth pressure force caused by the weight of the soil and a dynamic force caused by the internal deformation (flowing mass on top of a dead zone). For the estimation of impact load, this study suggests that an increased earth pressure coefficient depending on the Froude number should be incorporated into the hydrostatic model.     

Modelling the time‐dependent behaviour of granular material with hypoplasticity

This paper presents a constitutive model for time‐dependent behaviour of granular material. The model consists of 2 parts representing the inviscid and viscous behaviour of granular materials. The inviscid part is a rate‐independent hypoplastic constitutive model. The viscous part is represented by a rheological model, which contains a high‐order term denoting the strain acceleration. The proposed model is validated by simulating some element tests on granular soils. Our model is able to model not only the non‐isotach behaviour but also the 3 creep stages, namely, primary, secondary, and tertiary creep, in a unified way.