常见砼裂缝成因判定与处理的理论研究     

李青松  殷友东 《化工矿产地质》2002,24(3):184-188

砼的裂缝对于砼结构是一个非常重要的问题,正确判定裂缝的成因是正确处理裂缝的前提。通常的砼裂缝成因判定存在着方法复杂、时间长、代价高等问题。通过对砼裂缝产生的根本原因的分析与研究,并从裂缝的根本特性出发,将常见的砼裂缝简化为应力裂缝和变形裂缝两类,两类裂缝具不同特性。虽然裂缝产生的具体原因不同,但只要其本质特性相同,处理的方法是基本相同的,对于其产生的具体原因可不必深究。因此对裂缝成因判定的主要工作就是判定裂缝属于应力裂缝还是变形裂缝,这大大地简化了对裂缝成因的判定过程,从而以各自适合的方法进行处理。  相似文献   

某铁路大桥钻孔灌注桩工程性状浅析     

韩爱果  韩坤立  徐满意  徐品焕 《水文地质工程地质》2002,29(3):47-48,55

通过对某铁路特大桥钻孔灌注桩单桩竖向静载荷试验、桩身轴力测试，探讨钻孔灌注桩侧摩阻力发挥的影响因素及荷载传递中的工程性状，为钻孔灌注桩的设计、施工提供参考。  相似文献   

圆钢管混凝土压弯构件荷载一位移滞回性能分析   总被引：6，自引：1，他引：6  

韩林海  陶忠  阎维波 《地震工程与工程振动》2001,21(1):64-73

在空钢管中填充混凝土可以避免或延缓钢管过早地发生局部屈曲，并有效地提高构件的延性，从而增强构件的抗震性能，本文在对圆钢管混凝土构件弯矩－曲率关系分析的基础上，分析了圆钢管混凝土压弯构件P－△滞回关系曲线，理论计算结果得到国内外大量结果的验证，基于理论分析模型，分析了各参，如构件轴压比，长细比，截面含钢率和材料强度等因素对圆钢管混凝土压变变构件P－△滞回关系曲线的影响，最后，确定了圆钢管混凝土压弯构件P－△恢复力学模型和延性系数的简化计算方法。  相似文献   

湖南省经济增长的动力机制与潜在问题分析     

邱文彬  陈国生  刘松军 《热带地理》2001,21(2):145-149

通过对湖南在改革开放20年以来所取得的经济增长成果的分析，探讨其经济波动性及其结构矛盾，对开放程度、使用外资额、企业固定资产投资额、工业效率、产业结构、人口规模等多方经济增长的动力机制，采用因子分析法等多种计量手段，分析湖南省经济增长的主要推动因素，揭示湖南省经济增长方式的特点和存在的问题，并提出了相应的对策。  相似文献   

断层旋性与地震危险性   总被引：1，自引：0，他引：1  

郭增建  吴瑾冰 《地学前缘》2001,8(2):247-252

文中以“平行同旋走滑断层减震”的观点论证了兰州、北京、昆明这些位于强震活动区的大城市今后百年内不会发生 6 .5级以上地震。以“平行异旋走滑断层加震”的观点解释了西南棱形块体北边界和南边界在发生大震方面相互促进的现象。对于由构造分段求震级来说 ,在遇到不同的横交断层作为分段点时 ,还需考虑将来发震时始破裂点的位置以及发震断层的旋性 ,不然就会造成对震级估计不足 ,继而成为抗震建设的潜在不安全因素。在主震后为了预报余震的强度 ,可应用物理学中的科里奥利力理论 ,应用时必须知道断层类型和旋性。对于走滑断层来说 ,左旋余震弱 ,右旋余震强。例如 1997年藏北玛尼 7.5级地震 ,余震仅为 5 .3级 ,震级偏小 ,因主震为左旋的缘故 ;1976年唐山 7.8级地震 ,余震可达 7.1级 ,因主震是右旋。对于逆断层来说 ,上盘错动方向在当地子午面左侧者余震强度大 ,在右侧者余震强度弱。据此讨论了 1999年台湾南投 7.6级大震余震强度达 7.1级是因为主震为逆断层 ,上盘向西错动。  相似文献   

基坑支护组合钢支撑设计与施工技术     

张建  尹桂明 《江苏地质》2001,25(3):161-165

通过镇江市邮电通信指挥中心大楼深基坑工程的设计与施工,全面介绍了组合钢支撑在深基坑支护工程应用中的设计、施工方法及支撑效果.实践证明,组合钢支撑是一种施工方法简单、施工速度快、对周边环境影响小、安全可靠的支撑形式,具有较强的市场竞争能力及良好的推广应用前景.  相似文献   

Distorted Froude‐scaled flume analysis of large woody debris     

Nicholas P. Wallerstein  Carlos V. Alonso  Sean J. Bennett  Colin R. Thorne 《地球表面变化过程与地形》2001,26(12):1265-1283

This paper presents the results of a movable‐boundary, distorted, Froude‐scaled hydraulic model based on Abiaca Creek, a sand‐bedded channel in northern Mississippi. The model was used to examine the geomorphic and hydraulic impact of simplified large woody debris (LWD) elements. The theory of physical scale models is discussed and the method used to construct the LWD test channel is developed. The channel model had bed and banks moulded from 0·8 mm sand, and flow conditions were just below the threshold of motion so that any sediment transport and channel adjustment were the result of the debris element. Dimensions and positions of LWD elements were determined using a debris jam classification model. Elements were attached to a dynamometer to measure element drag forces, and channel adjustment was determined through detailed topographic surveys. The fluid drag force on the elements decreased asymptotically over time as the channel boundary eroded around the elements due to locally increased boundary shear stress. Total time for geomorphic adjustment computed for the prototype channel at the Q₂ discharge (discharge occurring once every two years on average) was as short as 45 hours. The size, depth and position of scour holes, bank erosion and bars created by flow acceleration past the elements were found to be related to element length and position within the channel cross‐section. Morphologies created by each debris element in the model channel were comparable with similar jams observed in the prototype channel. Published in 2001 John Wiley & Sons, Ltd.  相似文献   

Depth–transport functions and erosion–deposition diagrams as indicators of slope inclination and time-averaged traction forces: applications in tropical reef environments     

Johann Hohenegger  & Elza Yordanova 《Sedimentology》2001,48(5):1025-1046

The trigonometric relationship between slope inclination, the horizontally acting time‐averaged traction force and the vertical depth of transport allows the estimation of one factor, when both others are known. Depth–transport functions can be deduced by comparing the depth distributions of living organisms and their skeletal remains, and this paper simplifies this comparison using foraminifera in which a single test represents an individual. Differences in distribution parameters between living individuals and empty tests allow depth–transport functions to be determined; these functions differ between species at a single transect according to the varying buoyancies of the tests. Within a single species, differences in depth–transport functions between locations are based on either slope inclination or traction intensities. After establishing a mean depth–transport function by averaging species‐characteristic functions, the time‐averaged traction force acting on the studied transect can be calculated. Transport intensities are also estimated using an erosion–deposition diagram that combines the relative frequency distributions of living individuals and empty tests. The proportion of ‘eroded’, ‘parautochthonous’ and ‘allochthonous’ tests mirrors the influence of both slope inclination and traction force for the deposition of empty tests. To test the model, six species of symbiont‐bearing benthic foraminifers were investigated at two transects in front of a NW Pacific coral reef. One transect is distinguished by a strong slope flattening below the steep reef slope (30 m), whereas further steepening characterizes the equivalent part in the other transect. These differences are mirrored in the depth–transport functions as well as in the erosion–deposition diagrams of all species. The time‐averaged traction forces differ in intensities between transects, because of the position of the reef front with respect to the predominant wind direction. However, the form of the functions is identical and distinguished by an increase from the surface to 35 m depth, followed by a decrease down to 105 m. This can be explained by successive onshore and offshore forces acting on the shallow slope, such as the tropical cyclones that cross the region every summer.  相似文献   

地电短临前兆产生机理及一种新的短临预报方法（谐振预报法）   总被引：3，自引：0，他引：3  

钱复业  赵玉林  赵跃臣  沈启兴  徐忠信 《华北地震科学》1996,(3)

研究了地电短临震兆机理，在此基础上给出了引潮力触发地电短临前兆模式。据此从理论上分析了地电临震震兆特征，并以唐山７．８级大震为例，从实际观测中检出具有此模式特征的震兆（具有起潮力特征），从而验证了所提模式理论的客观存在的可能性。最后给出与此有关的地电短临预报方法。即，根据脆性岩石失稳的相对刚度比较准则，定义部分岩体刚度λ＝０的状态为临震阶段，分析λ＝０时起潮力引起位移的特征和规律，得出原地监测岩体刚度是否为零（进入临震阶段）的方法。因为在弹性阶段，λ为较大正值，微小的起潮力只引起微小的位移，此时的电响应甚小，通常检测不到；但随着构造力的积累，介质进入临震阶段，此时同样微小的起潮力却可引起甚大的位移（λ＝０时，位移为无穷大），从而产生可检测的电响应。由于这种电响应具有与起潮力相同的周期，故可把临震电响应同各种干扰区分开，判定为临震前兆，从而建立了地电临震前兆起潮力触发模式，并可给出相应的短临预报方法。对１９７６年唐山７．８级强震前后震中周围地电阻率及大地电场实测资料进行谱分析，发现仅在主震前二个月至半月内，两种不同物理本质的电响应分别出现与起潮力ＭＳ波与ＭＳｆ波周期相同的异常变化。这是对所提临震前兆模式和预报  相似文献   

暖温带地理景观中土壤硒的分异特征   总被引：17，自引：0，他引：17  

侯少范  李德珠等 《地理学报》1992,47(1):31-39

本文按垂直自然带谱研究了暖温带地理景观中山地草旬土、山地棕壤、山地淋溶褐土和潮土中硒的分异特征。结果表明：（1）硒在土剖面上的分异，除受生物富集的影响外，淋溶和粘人作用强烈地制约着硒在剖面上的迁移；（2）不同机械组分中的硒含量以粘粒中最高，呈明显的粘粒＞细粉粒＞中粉粒＞砂粒序列。因此，成土过程中，不同机械组分以及次生或们生矿物和垂直运动和自然分选作用对土壤硒的地理分异具有非常重要的作用。（3）易于淋溶失的有机态或钙结合的硒对所研究的土壤表层硒的贡献都大于50％。提出淋溶作用是我国低硒带形成的主要外营力。  相似文献