土石混合料的工程综合分类法研究   总被引：6，自引：4，他引：2  

董云  柴贺军 《岩土力学》2007,28(1):179-184

随着土石混合料越来越广泛地被道路、堤坝、基础等工程采用,快速、准确地预测其抗剪强度指标不仅有利于设计、计算,也有利于施工方案的制定和压实方法的选择。土石混合料的物理力学性质本质上是由颗粒的性质和其内部结构决定的,而现有的土石混合料的分类多从颗粒粒径和含量进行分类,无法从分类上判断其物理力学性质指标。通过室内击实试验、颗粒分析试验、剪切试验,结合非线性的分形几何学原理,对土石混合料进行以工程应用为目的的分类研究,提出了以岩性、含石量和混合料的颗粒组成分形为分类指标的土石混合料工程综合分类法,将土石混合料按3个层次划分为24类,并由试验指出不同类别土石混合料物理力学性质的差异。该综合分类法分类指标简单,指标确定方便,易于实际应用,并可根据分类预测混合料的物理力学性质。  相似文献   

东坪金矿“芥末金”及其类型   总被引：4，自引：1，他引：4  

李九玲  E.Makovicky  J.Rose-Hansen  B.Petersen  亓锋  崔艳合  徐庆生 《现代地质》2001,15(2):T003-T005

对中国河北东坪金 -碲化物型金矿的成分及性质复杂多样的金矿物的研究表明 ,东坪金矿产有由不同尺寸微粒金与碲酸盐 /亚碲酸盐 /含水氧化物组成的一些特殊的混合相 ,具芥末状或胶状结构 ,沿用“芥末金”之称。研究所获众多的分析数据得以对这些成分复杂的物质进行鉴别和分类。并按碲金矿蚀变模式 ,利用孔隙中充填的针铁矿、水硫碲铅石、绿碲铁矿、黄碲矿、黄碲铁石、碲酸等 (或一些未知混合相 )对铁芥末金、碲铅芥末金、碲铁芥末金、锰铅芥末金等各类型的化学组成及性质进行模式化。与前人资料进行了对比 ,对蔡长金、田澍章等描述过的金的碲酸盐或氧化物矿物做出了新的解释 ,提出其中某些未定名的新矿物应解释为芥末金的变种。根据电子能谱学数据推测 ,芥末金中可能存在金的纳米级团簇。  相似文献   

混凝土集料级配与分形   总被引：13，自引：0，他引：13  

王谦源  胡京爽 《岩土力学》1997,18(3):93-100

若尺度范围足够宽，分表维数Ｄ〈３时，破碎体分形与指数ａ〈３的筛下幂式一致；Ｄ〉３时，破碎体分形符合筛上幂型分布。统计分析表明，建筑用砂符合Ｄ〉３的分形，指数β很好地反映了砂的级配与粗细，可作为评估指标使用；碎石集料分形符合筛下幂型分布。  相似文献   

The effects of marine sand and gravel extraction on the macrobenthos at a commercial dredging site (results 6 years post-dredging)   总被引：4，自引：0，他引：4  

Boyd  S.E.; Limpenny  D.S.; Rees  H.L.; Cooper  K.M. 《ICES Journal of Marine Science》2005,62(2):145-162

  相似文献   

Use of the census of population to discern trends in the Welsh language: an aggregate analysis     

Gary Higgs  Colin Williams  Danny Dorling 《Area》2004,36(2):187-201

The aim of this paper is to present a preliminary analysis of unitary authority level data from the 2001 census of population on the spatial (and, where available, temporal) patterns in proportions of Welsh speakers in Wales. In so doing we draw attention to the advantages (and limitations) of the census as a source of information on the state of the Welsh language. Although a 2 per cent increase in the percentage of Welsh speakers between 1991 and 2001 has been welcomed, several commentators have drawn attention to the change in the nature of the question asked at the 2001 census which may account for some of this increase. In this paper, we assess what is, and is not, possible to discern from the census, draw attention to other potential sources of information on the language and make some preliminary recommendations for those agencies concerned with monitoring trends in the future, both with regard to the need for more detailed language use surveys and the nature of the question included in subsequent censuses that would permit a more useful comparison of spatial and temporal trends.  相似文献   

不同应力路径下绢云母片岩粗粒料声发射特征   总被引：1，自引：0，他引：1  

秦尚林  杨兰强  高惠  陈善雄 《岩土力学》2015,36(1):89-96

粗粒料在变形和颗粒破碎过程中伴随着明显的声发射（AE）,通过监测粗粒料在外力作用下的声发射信号特征可用来研究其力学机制。为探讨不同应力路径下绢云母片岩粗粒料声发射规律,采用改装设计的大型三轴试验机,对绢云母片岩粗粒料分别开展了常规三轴固结排水、等p（体应力）和等q（偏应力）应力路径试验,同时监测其声发射信号。研究表明,对于粗粒料的声发射必须考虑颗粒间的滑动摩擦、翻滚摩擦、颗粒破碎这3种细观机制。不同围压、不同应力水平对颗粒间的滑移、翻滚以及颗粒破碎活动影响较大,因此,在不同阶段,摩擦型AE与破碎型AE所占比例各不相同。在等p路径下,当累计声发射信号出现拐点时,可判断其为应变软化点。等q试验产生的累计AE计数与累计AE能量计数要比等p试验的累计AE计数和累计AE能量计数少一个量级,说明等p试验状态下的声发射要比等q试验活跃。等p试验中,随着体应力逐渐增大,累计AE参量增长率逐渐增大,而等q试验中,随着偏应力逐渐增大,累计AE参量增长率逐渐降低。  相似文献   

Analysis of shear‐dominated RC columns using the nonlinear truss analogy          下载免费PDF全文

Mohammadreza Moharrami  Ioannis Koutromanos  Marios Panagiotou  Sadik Can Girgin 《地震工程与结构动力学》2015,44(5):677-694

This paper uses nonlinear truss models for the analysis of shear‐dominated reinforced concrete (RC) columns subjected to cyclic loading. A previously established method, aimed to the analysis of RC walls, is enhanced to allow simulations of column members. The concrete constitutive equations are modified to account for the contribution of the aggregate interlock to the shear resistance. Additionally, an equation is proposed to determine the inclination angle of the diagonal members in the truss models. The modeling approach is validated using the results of quasi‐static and dynamic tests on shear‐dominated RC columns. The combination of predictive capabilities and conceptual simplicity establishes truss‐based models as an attractive approach for the systematic analysis of shear‐dominated RC frame construction. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

3D-FEM modeling of the microscopic stress field of forsterite aggregate under hydrostatic pressure: Significance of the crystal orientation     

CHEN YuXiang  LIU Xi  ZHOU YongSheng 《中国科学:地球科学(英文版)》2014,57(6):1192-1198

Three Dimensional Finite Element Method(3D-FEM)has been used to model the deviatoric stress field in a forsterite aggregate with a sandwich geometry:two forsterite cubes aligned in the same crystallographic orientation(the"breads")sandwich a third forsterite cube(the"filling"),which might have an identical or different crystallographic orientation.The results show that there is no von Mises stress in the forsterite sandwich if the sandwiching and sandwiched forsterite cubes are aligned in the same crystallographic orientation.If the crystallographic orientations are different,however,von Mises stress and heterogeneous stress distribution occur both along the boundary and in the forsterite cubes.For the investigated P-T conditions(up to 6.4GPa and 500°C),the resulted deviatoric stress is much lower than the yield strength of forsterite,so that higher P,higher T,or other means to create higher deviatoric stress is necessary,in order to constrain the yielding behavior of forsterite.  相似文献   

不同级配粗颗粒材料动力特性试验研究     

傅华  赵大海  韩华强  凌华 《岩土力学》2016,37(8):2279-2284

级配是粗颗粒材料最基本特征,根据大量试验结果和长期积累的试验经验,总结出了试验级配缩制的具体原则,并基于粗颗粒材料中小于等于5 mm粒径含量变化,分析了级配优劣对其充填关系的影响,级配越优,粗颗粒材料的充填关系越好,粗颗粒材料能达到较大的干密度,反之则越差,粗颗粒材料也难以获得较大的干密度。级配的优劣对堆石料动力特性的影响在低围压状态下并不明显,随着围压的升高,级配优的堆石料动力特性指标明显变优;砂砾料由于颗粒浑圆度较好,级配的优劣对其动力特性的影响逐渐减弱。针对上述级配对粗颗粒材料动力特性的影响规律,对于高土石坝来说有必要采用级配优的粗颗粒材料作为坝体的填筑料,通过其在高应力条件下力学性能的优势来控制坝体整体变形和提高其抗震性能。  相似文献   

低周反复扭矩下再生混凝土受扭构件抗震性能试验研究     

王晓菡  柳炳康  周徽  秦一如 《地震工程与工程振动》2012,32(1):62-67

通过对两根再生混凝土试件(再生骨料替代率为100%)在低周反复纯扭荷载作用下的抗震性能试验,对再生混凝土纯扭试件的破坏形态、滞回曲线、骨架曲线、延性、耗能能力等进行了分析。研究表明,再生混凝土受扭试件在低周反复扭矩作用下滞回环呈反S形,延性系数在3.67～4.14之间,具有良好的抗震性能。结合混凝土结构设计规范推导了抗扭承载力的计算公式,其计算值与试验值符合较好,具有一定的参考价值。  相似文献