软弱夹层工程地质特征研究进展     

张家明 《地质灾害与环境保护》2020,(1):104-112

软弱夹层是控制岩体稳定性的重要薄层,研究软弱夹层的工程地质特征具有重要的科学意义和实际工程意义。在收集整理国内外相关资料的基础上,首先从定义和分类、形成机制和影响因素、分布特征和规律、工程地质特性和力学特性5个方面对国内软弱夹层和泥化夹层的研究进行总结和概述,然后分析当前研究存在的不足之处,讨论软弱夹层与泥化夹层的区别与联系。研究表明,与原生软弱夹层相比,泥化夹层更薄,工程地质性质更差。最后提出下一步重点研究方向:软弱夹层的泥化演化过程及泥化夹层的演化趋势;软弱夹层的三维空间分布及可视化;软弱夹层的剪切蠕变理论模型,细观损伤破坏动态演变规律,应力松弛特性和动力学特性;软弱夹层与围岩间的接触面及组合岩体的力学特性。  相似文献   

THE IMPORTANCE OF SCALE IN MEASURING THE SECONDARY EFFECTS IN REGRESSION ANALYSIS     

Robert Bednarz  Bruce Ralston 《The Professional geographer》1982,34(4):424-431

This study proposes a method of using ecological¹ variables in regression analysis to identify the weak or secondary effects of independent variables without introducing spurious correlation due to aggregation.  相似文献   

深层搅拌桩施工引起的周围粘土的土性变化     

沈水龙  黄醒春  杜守继 《地质与勘探》2003,39(Z2):221-230

本文通过室内试验验证了深层搅拌桩施工可以引起周围土体的物理,化学及力学性质的变化.其影响机理为高灵敏度粘土的触变性,土体劈裂,化学加固剂的侵入与渗透,胶结作用及固结压密.室内模型试验证明搅拌桩施工可以在周围土体引起约2倍桩径的土性变化领域.在此领域内含水量降低,pH值上升.此领域内先是强度下降,但7天内强度恢复,28天后强度增加3成.  相似文献   

县级房产产籍管理信息系统的开发与应用--以重庆市北碚区为例     

袁中智  魏朝富  高明  陈晓玲 《测绘信息与工程》2003,28(4):31-33

以MapInfo为开发平台，MapBasic为二次开发语言，开发了县级房产产籍管理信息系统，介绍了系统主要功能，针对房产产籍信息的利用，以重庆市北碚区为例，对系统进行了应用研究。  相似文献   

三峡库区丰都段泥质岩的工程地质特性及其水稳性分析   总被引：1，自引：0，他引：1  

刘国林  张永双  吴树仁  董诚  石菊松 《中国地质灾害与防治学报》2003,14(2):67-71

三峡库区丰都段基岩岸坡主要由J2—3泥质岩与砂岩互层组成。其中泥质岩(包括泥岩、粉砂质泥岩、泥质粉砂岩)所占比例较大。根据野外调查和室内试验测试结果，三峡库区丰都段泥质岩普遍具有较高的成岩胶结程度，大部分泥质岩膨胀性弱或不具有膨胀性，因而具有良好的水稳性和崩解耐久性，并且随着粗颗粒含量的增大，泥质岩的水稳性明显提高。可以认为，三峡库区丰都段目前稳定的泥质岩岸坡在水库蓄水后仍将比较稳定。相对而言，粘粒含量较高的泥岩岸坡在水位波动带受干湿交替影响比较明显。  相似文献   

韩城矿区奥灰水化学特征及形成机制探讨   总被引：2，自引：0，他引：2  

吕广罗蔡德嵩  陈玲芬何宝林 高景明 《中国煤田地质》2003,15(4):27-30

以岩石化学成分、水质分析、同位素组分以及水质动态长期监测等资料为基础，分析了矿区岩溶水介质的赋存与分布等水文地质背景，重点研究了水化学组分特征及其形成机制。结果表明：由矿区边部至中深部，水化学类型由重碳酸硫酸钙镁型向硫酸盐氯化钠钙型过渡，TDS随含水层埋深升高而水质变差，水化学组分主要由溶滤作用经去膏盐化和脱白云岩化过程形成，开采井群水质变劣的主因是矿区中深部高矿化水的混合作用所致。  相似文献   

延河流域优势植物光谱指数分析   总被引：3，自引：0，他引：3  

万余庆  张凤丽  闫永忠 《国土资源遥感》2002,13(1):47-52

以延河流域优势物种的光谱数据为例,阐述了延河流域主要物种的光谱指数特征,分析了影响植被光谱指数的因素,总结了延河流域优势物种光谱鉴别方法,提出了利用植被光谱导数值和植被体内水份在970nm和1190nm附近的吸收特征帮助鉴别植被类型的方法。  相似文献   

非溢流型（JMD）净水滤池的性能及特点—与溢流型净水滤池之比较     

张振华  徐扬等 《中国煤田地质》2002,14(1):57-59

依据国外技术研制的非溢流型净水器,将滤池、沉淀池和絮凝池有机地溶为一体犤1犦。其双层滤料的任意组合,特殊的底板布水布气系统和侧向排水方式使非溢流型滤池在结构上有了新的技术性突破,使出水水质明显提高。反冲洗周期的延长及能耗的减少(水、电、药品),降低了滤池的运行费用;新型的结构设计使非溢流型滤池延长了使用寿命,缩短了施工安装时间而减少了投资成本。故非溢流型净水滤,池主要特性同溢流型单层滤池(如V型滤池)相比更具有先进性。  相似文献   

Sediment concentration in interrill flow: interactions between soil surface conditions,vegetation and rainfall     

O. Cerdan  Y. Le Bissonnais  V. Souchre  P. Martin  V. Lecomte 《地球表面变化过程与地形》2002,27(2):193-205

A database composed of 673 natural rainfall events with sediment concentration measurements at the field or plot scale was analysed. Measurements were conducted on similar soil type (loess soils prone to sealing phenomenon) to apprehend the variability and complexity involved in interrill erosion processes attributable to soil surface conditions. The effects of the dominant controlling factors are not described by means of equations; rather, we established a classification of potential sediment concentration domain according to combination of the dominant parameters. Thereby, significant differences and evolution trends of mean sediment concentration between the different parameter categories are identified. Further, when parameter influences interact, it allows us to discern the relative effects of factors according to their respective degree of expression. It was shown that crop cover had a major influence on mean sediment concentration, particularly when soil surface roughness is low and when maximum 6‐min intensity of rainfall events exceeds 10 mm h^?1: mean sediment concentration decreases from 8·93 g l^?1 for 0–20 per cent of coverage to 0·97 g l^?1 for 21–60 per cent of coverage. The established classification also indicates that the increase of the maximum 6‐min intensity of the rainfall factor leads to a linear increase of mean sediment concentration for crop cover over 21 per cent (e.g. from 2·96 g l^?1 to 14·44 g l^?1 for the 1–5 cm roughness class) and to an exponential increase for low crop cover (e.g. from 3·92 g l^?1 to 58·76 g l^?1 for the 1–5 cm roughness class). The implication of this work may bring perspective for erosion prediction modelling and give references for the development of interrill erosion equation. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Traffic‐induced variability in dynamic properties of cable‐stayed bridge     

Q. W. Zhang  L. C. Fan  W. C. Yuan 《地震工程与结构动力学》2002,31(11):2015-2021

The traffic‐induced variability in the dynamic properties of a cable‐stayed bridge is investigated using ambient vibration measurements. Under a relatively steady wind and temperature environment, the ambient vibration test was conducted on the bridge with normal traffic conditions and totally 24 h acceleration response time histories were recorded. These data are divided into 12 sections with each data section containing 2 h measurements. Thereby the modal variability due to changing traffic loading is investigated through post‐processing of the data in each section in both amplitude and frequency domains. The result indicates that the natural frequencies of the global modes can exhibit as much as 1% variation within a day. The modal amplitudes of each mode as well as the modal deflection at each measurement position vary insignificantly. The damping ratios however are sensitive to the vibration intensity, especially when the deck vibration exceeds a certain level. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献