四川甘孜生康剪切混杂岩带物质组成、变形特征及演化历史

甘孜生康剪切混杂岩带,它初始发育在陆棚与大陆基之间,是“再生”小洋盆关闭、俯冲－碰撞乃至斜冲剪切、左行走滑综合作用的产物。带内由不同岩性,不同层位,不同时代的构造岩块与遭受强烈剪切变形的粉砂岩、板岩“基质”组合而成。宏观上,无层无序,块体内有序,是造山带特有的非史密斯地层体。     

龙门山彭灌杂岩体中梭坡店断裂带显微构造及变形环境分析

对龙门山中段彭灌杂岩体中的一条韧性剪切带进行了确定和命名,并着重从显微组构及岩组学方面对其变形环境进行了讨论,推断其形成深度为１０ｋｍ、温度为５００℃、压力为５００ＭＰａ,形成时的差异应力值为８０～１１０ＭＰａ,应变速率为１０－１１～１０－１０ｍ／ｓ。     

松辽盆地西南部层间氧化带砂岩型铀矿找矿方向

松辽盆地西南部层间氧化带砂岩型铀矿找矿方向赵忠华刘广传崔长远（核工业东北地质局２４０研究所,沈阳１１００３２）关键词开鲁盆地层间氧化带砂岩型铀矿找矿松辽盆地西南部系指内蒙古自治区哲里木盟及昭乌达盟所辖地区,西临大兴安岭,南依辽西山地,面积约６００００...     

东海陆架全新统高分辨率层序地层学研究

在高分辨率１４Ｃ测年、岩石、生物、化学、同位素、气候及磁性地层学研究成果基础上,通过不同沉积背景典型钻孔的沉积学分析,运用层序地层学理论,对东海陆架全新统进行了高分辨率层序划分及对比;建立了全新世层序地层格架及海平面变化过程;提出了相应的层序成因模式。研究结果表明,东海陆架全新统相当于一个发育中的六级（１～１０ｋａ）层序,可进一步划分为３个七级（０．１～１ｋａ）层序和若干个更次级层序。代表１个六级或３个七级周期相对海平面变化过程中叠加有若干更次级的海平面波动,它们与地球旋回谱系中的太阳带、历法带密切相关。七级层序具有与三级层序相近的内部构型和成因格架。在东海陆架全新世沉积演化过程中,长江三角州至少有３次不同程度地越过东海陆架进入冲绳海槽,并滞留有至少３层海侵改造“残积砂”沉积。在东海陆架全新世海平面变化期间,最大海平面时期为约距今６～５ｋａ,大致高于现今海平面２～４ｍ,最低海平面在距今１０ｋａ左右,大约低于现今海平面１３０ｍ。目前,由于温室效应的影响,海平面仍呈小幅度波浪式上升。事实证明,层序地层学不仅丰富了现代海洋沉积学的内容,而且解决了许多海洋沉积学未能解决的问题。     

江西茅排金矿床地质特征及找矿方向

茅排金矿是我省近年发现、探明的又一小—中型岩金矿床。震旦纪—早古生代火山沉积建造提供主要成矿物质,多期次构造活动为成矿主要的控制因素,同期岩浆活动也促进了矿化富集。可注意沿北东—北北东向韧－脆性断裂带旁侧,多期次构造－岩浆发育地段寻找类似金矿。     

衡山界牌倾滑韧性剪切带的变形特征与应变分析

本文在前人工作的基础上,通过大量的第一手资料,对衡山界牌倾滑韧性剪切带（以下简称该带）的分带、变形特征、形成环境进行了探讨;对该带的几何学、运动学特点进行了分析,计算了该带的变应程度和位移量,并探讨了该带的成因及演化模式。     

龙门山陆内俯冲带形成机制探讨

本文分析了龙门山陆内俯冲带两侧岩石圈的强度结构特征及在侧向力作用下所发生的变形过程。盆地岩石圈中高强度层厚而紧凑,显示了较好的整体高强度性;造山带岩石圈上地壳具高强度,其下为低强度层。在侧向挤压力的作用下,变形主要发生于造山带一侧,最可能的变形方式是其脆性上地壳出现倾向后陆的逆冲断层,盆地岩石圈沿此断层俯冲,挤压其下部的低强度层,使之发生韧性增厚变形。     

Water balance change for a re-vegetated xerophyte shrub area/Changement du bilan hydrique d’une zone replantée d’arbustes xérophiles

Abstract

Abstract Water balances for a re-vegetated xerophyte shrub (Caragana korshinskii) area were compared to that of a bare surface area by using auto-weighing type lysimeters during the 1990–1995 growing seasons at the southeast Tengger Desert, Shapotou, China. The six-year experiment displayed how major daily water balance components might vary for a bare and a re-vegetated sand dune area. Evapotranspiration from the C. korshinskii lysimeter represented a major part of the water balance. The average annual ET/P ratios varied between 69 and 142%. No seepage was observed for the vegetated lysimeter. For the bare lysimeter, on the other hand, 48 mm or 27% of observed rainfall per year occurred as seepage. These results suggest that re-vegetating large sandy areas with xerophytic shrubs could reduce soil water storage by transpiration. Also, the experimental results indicate that re-vegetating large sandy areas could significantly change groundwater recharge conditions. However, from a viewpoint of desert ecosystem reconstruction, it appears that natural rainfall can sustain xerophytic shrubs such as C. korshinskii which would reduce erosion loss of sand. However, re-vegetation has to be balanced with recharge/groundwater needs of local populations.     

Computational microstructure modeling to estimate progressive moisture damage behavior of asphaltic paving mixtures

This paper presents a computational microstructure model to estimate the progressive moisture damage of multiphase asphaltic paving mixtures. Moisture damage because of water transport is incorporated with mechanical loading through a finite element method. To simulate nonlinear damage evolution in the mixtures, the model includes Fickian moisture diffusion, a cohesive zone model to simulate the gradual fracture process, and a degradation characteristic function to represent the reduction of material properties because of moisture infiltration. With the model developed, various parametric analyses are conducted to investigate how each model parameter affects the material‐specific moisture damage mechanism and damage resistance potential of the mixtures. Analysis results clearly demonstrate the significance of physical and mechanical properties of mixture components and geometric characteristics of microstructure for the better design of asphaltic paving mixtures and roadway structures. Copyright © 2012 John Wiley & Sons, Ltd.     

��Ͽ����������Ʊȷ���

???δ???????????????????????????????????????????2000~2005??ML??2.0????????????跢????????????????????仯??δ???????????????????????????????????????????,??????????????????????????????