试说中国陆内构造变形和其地球动力学特征

中国陆内构造变形主要始于晚二叠世中国北方进入后海西地台发展时期。印支期末以至喜马拉雅期,随着特提斯洋的关闭,大陆范围也随即向中国南方和青藏地区增生和扩展。中国的陆内构造变形从后海西地台形成的准平原化阶段即已开始。但规模巨大的变形则发生于燕山构造旋回中期和喜马拉雅旋回。陆内构造变形的规模可分两个等级:一是覆盖整个中国大陆的,另一是局部的。前者两次改变了中国构造-地貌的整体面貌;后者则表现为造山、造盆和微陆块纵向或横向的逃逸,以及由此引起的造山或造盆。根据中国陆内构造变形特征及其与区域构造背景演化的关系分析认为,中国陆内构造变形主要是由周边洲级规模板块运动引起的,同时,随着地壳上部构造变形引发的地壳或岩石圈均衡调整,则使地下深处产生相应的构造响应。     

A constitutive model for mechanical and chemo‐mechanical compaction in sedimentary basins and finite element analysis

Compaction and associated fluid flow are fundamental processes in sedimentary basin deformation. Purely mechanical compaction originates mainly from pore fluid expulsion and rearrangement of solid particles during burial, while chemo‐mechanical compaction results from Intergranular Pressure‐Solution (IPS) and represents a major mechanism of deformation in sedimentary basins during diagenesis. The aim of the present contribution is to provide a comprehensive 3D framework for constitutive and numerical modeling of purely mechanical and chemo‐mechanical compaction in sedimentary basins. Extending the concepts that have been previously proposed for the modeling of purely mechanical compaction in finite poroplasticity, deformation by IPS is addressed herein by means of additional viscoplastic terms in the state equations of the porous material. The finite element model integrates the poroplastic and poroviscoplastic components of deformation at large strains. The corresponding implementation allows for numerical simulation of sediments accretion/erosion periods by progressive activation/deactivation of the gravity forces within a fictitious closed material system. Validation of the numerical approach is assessed by means of comparison with closed‐form solutions derived in the context of a simplified compaction model. The last part of the paper presents the results of numerical basin simulation performed in one dimensional setting, demonstrating the ability of the modeling to capture the main features in elastoplastic and viscoplastic compaction. Copyright © 2016 John Wiley & Sons, Ltd.     

华南地区中生代以来构造应力场的基本特征

本文认为,华南地区于燕山旋回中早期主压应力轴是北西——南东和北西西——南东东向的。燕山晚期以来,主压应力轴基本上是北东——南西和北东东——南西西乃至近东西向的。     

中国西北地区剪切波三维速度结构

本文研究区包括中国西北地区几个不同的构造单元,即准噶尔、阿尔泰、天山、内蒙古褶皱、塔里木盆地、柴达木和祁连山地区.从群速度和剪切波速度模型上可以看出,除塔里木具有十分明显的稳定构造体特征外,其它地区均具构造活动地区的特征,但其速度表现各具特点,并与它们的构造演化史有关.莫霍界面的起伏基本上控制了布格重力异常的分布;另外,天山地区与北山的速度结构在土地幔盖层中差别很大,天山的上地幔高速盖层可能与应力场有关.     

陕西地区岩浆岩Nd、Sr同位素特征及其与大地构造发展的联系

岩浆岩Nd、Sr同位素特征表明,扬子地块基底有着和华北地块很不相同的早期演变历史。这意味着华北和扬子两地块在历史上曾经是相互独立的,后来才拼合在一起。Nd、Sr同位素研究还表明,华北和扬子两地块的会聚在泥盆纪以前就已经在进行中,它是通过位於两地块之间的古秦岭海洋壳俯冲消亡在华北地块之下实现;华北和扬子两陆块最终相碰撞至少发生在二叠纪以前。     

Some engineering characteristics of a compacted lateritic residual soil

Summary In many parts of the world, particularly in humid tropical regions, residual soils are abundant. In this paper the suitability of a residual lateritic soil as a construction material is investigated, with respect to its strength and compaction characteristics. In comparison with other typical construction fills available in Southeast Asia, compacted lateritic soils produce excellent shear strengths and CBR values. However, the brittleness and tensile cracking of this compacted material become enhanced on the dry side of the optimum moisture content, or if excessive compaction is imparted. Nevertheless, at a moisture content of 2% wetter than the optimum, the tensile mode of failure is suppressed and the lateritic fills become ideally suited for the construction of high embankments and impervious dam cores.     

中国西部三维速度结构及其各向异性

本文用覆盖中国的358条勒夫面波路径资料,研究了10.45-113.80s范围内中国西部的三维SH波速度结构.结果表明,各构造单元的SH波速度结构均有明显的差别.作为稳定块体的塔里木盆地,壳内重力分异程度较高,上、中、下地壳厚度差别小,壳内无明显的低速层,地壳平均速度比较小;上地幔低速层埋深大且层中速度大;区内横向变化小.构造活动区如天山、青藏高原,其突出的特征是下地壳厚度大且速度大,上地幔盖层速度值相当高.这与西伯利亚、印支板块的挤压有密切的关系.青藏高原东部及其北、东边缘地区壳内存在低速层,上地幔低速层埋深浅,一些地区存在壳幔过渡层.面波各向异性研究表明,青藏高原、天山及印支板块北缘下存在明显的各向异性,以构造边缘地区及上地幔低速层附近最为突出.印度板块、西伯利亚板块与中国大陆间的碰撞引起强大的水平压力和一定的下插作用,是造成青藏高原隆起、地壳增厚、天山隆起的最根本的因素,同时也促成壳幔中辉石、橄榄石的定向排列和物质运移,因而出现明显的各向异性现象.     

陕西北秦岭中段构造应力场的初步研究

于华北板块南缘的北秦岭中段,在系统测量微断层的位移参数的基础上,通过采用滑动矢量拟合法,获得了该区自新生代以来的三期构造应力场的平均应力张量。三期应力场的方向及性质分别为:(1)以280°—310°方向拉伸为主的松弛期;(2)以305°—336°方向挤压为主的压缩期;(3)以294°—340°方向拉伸为主、辅以21°—68°方向挤压的现代扩张期。研究表明,最新一期即第三期构造应力场的特征与华北板块的区域构造应力场特征是基本一致的