软土地基工后沉降预测模型的研究   总被引：3，自引：1，他引：2  

吕秀杰 《岩土力学》2009,30(7):2091-2095

预测工后沉降是高速公路所要解决的主要问题之一。指数曲线法和双曲线法是以往常用的分析方法。但实践表明,前者推算的结果常常偏小,而后者推算的结果又常常偏大。文中提出了一种反映沉降速率与沉降半立方非线性关系的双曲型曲线预测模型。理论分析和实例预测结果表明,该模型的预测值更接近实测值,预测结果的可靠度更高。  相似文献   

Seismic assessment of damaged piloti‐type RC building subjected to successive earthquakes          下载免费PDF全文

Jiuk Shin  JunHee Kim  Kihak Lee 《地震工程与结构动力学》2014,43(11):1603-1619

Building structures damaged by a seismic event may be exposed to the risk of aftershocks or another event within a certain period. In this paper, the seismic assessment of damaged piloti‐type RC buildings was carried out to evaluate probabilistic retrofitting effects under successive earthquakes. First, a framework to evaluate the effectiveness of retrofitting was proposed, and then the proposed methodology was demonstrated with a structure retrofitted with buckling‐restrained braces (BRBs). For consideration of realistic successive earthquakes, past records measured at the same station were combined. Within the framework, a series of nonlinear time history analyses were performed for an as‐is model subjected to single earthquake, a damaged model subjected to successive earthquakes, and a damaged model retrofitted with BRBs subjected to successive earthquakes. In addition, fragility analysis was systematically applied in the framework for evaluation of effectiveness of the retrofitting strategy. The proposed framework was capable of quantifying the influence of successive earthquakes and evaluating the effectiveness of BRB retrofitting by considering the severity of the first earthquake damage and the hysteresis behavior of the retrofit element. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

四川汶川8.0级地震地下流体异常分析          下载免费PDF全文

王小娟  李旭升  牛延平  田野 《地震工程学报》2014,36(3):688-696

汶川8.0级地震引起了社会广泛地关注,产生了地震能否预测的疑问以及汶川地震前是否出现了异常的讨论,震后一些学者对前兆资料进行了研究总结,本文在前人研究的基础上仅对地下流体异常进行了分析,认为汶川地震前存在着一些地下流体异常,本文从中期异常、短临异常、同震及震后调整这几个方面对水氡、水位、水温、流量资料进行了分析研究。通过对中期异常的识别及提取,认为采用从属函数方法定量提取异常效果较为理想。  相似文献   

相山铀矿田火山岩浆期后成矿热液系统   总被引：9，自引：0，他引：9  

邵飞  徐恒力  邹茂卿 《铀矿地质》2009,25(3):137-143

文章系统论述了相山铀矿田的成矿特征,从时空尺度对成矿物质来源进行了探讨,结合成矿的构造-岩浆-地球动力学背景分析,研究了相山火山盆地成矿热液系统的形成和演化,认为相山铀矿田成矿流体系统是受区域构造环境制约、火山岩浆期后热液系统演化的客观产物。火山岩浆期后成矿热液系统在时间上延续了大约50 Ma,但在不同时间域内其活动空间有异,并由此制约着矿田内铀矿化的时空分布。文章还对矿田内深入找矿提出了建议。  相似文献   

Column restraint in post‐tensioned self‐centering moment frames     

Chung‐Che Chou  Jun‐Hen Chen 《地震工程与结构动力学》2010,39(7):751-774

Gaps between beam‐to‐column interfaces in a post‐tensioned (PT) self‐centering frame with more than one column are constrained by columns, which causes beam compression force different from the applied PT force. This study proposes an analytical method for evaluating column bending stiffness and beam compression force by modeling column deformation according to gap‐openings at all stories. The predicted compression forces in the beams are validated by a cyclic analysis of a three‐story PT frame and by cyclic tests of a full‐scale, two‐bay by first‐story PT frame, which represents a substructure of the three‐story PT frame. The proposed method shows that compared with the strand tensile force, the beam compression force is increased at the 1st story but is decreased at the 2nd and 3rd stories due to column deformation compatibility. The PT frame tests show that the proposed method reasonably predicts beam compression force and strand force and that the beam compression force is 2 and 60% larger than the strand force with respect to a minor restraint and a pin‐supported boundary condition, respectively, at the tops of the columns. Therefore, the earlier method using a pin‐supported boundary condition at upper story columns represents an upper bound of the effect and is shown to be overly conservative for cases where a structure responds primarily in its first mode. The proposed method allows for more accurate prediction of the column restraint effects for structures that respond in a pre‐determined mode shape which is more typical of low and mid‐rise structures. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

桩端后注浆超长灌注桩桩侧极限摩阻力计算方法     

李永辉  王卫东  吴江斌 《岩土力学》2015,36(Z1):382-386

目前超长灌注桩普遍应用于大型桥梁、超高层建筑工程中,且常采用桩端后注浆技术,但其桩侧极限摩阻力的确定尚未有切合其实际特点的方法。大量现场实测数据反分析表明,采用 法计算时,存在桩侧土压力大于土层静止土压力的现象。在探讨桩侧土压力增大机制的基础上,对 法进行改进,建立了桩侧土压力确定方法,并给出了桩侧土压力系数的取值公式。工程实例计算结果与试桩实测结果比较分析表明,所建立的桩端后注浆超长灌注桩桩侧极限摩阻力计算方法具有合理性与可行性。  相似文献   

后压浆钻孔灌注桩承载特性研究     

姚建平  蔡德钩  朱健  王立伟 《岩土力学》2015,36(Z1):513-517

以中铁西安中心超高层建筑为工程背景,采用后压浆钻孔灌注桩技术对该工程进行地基处理。工程中测试钻孔灌注桩压浆前、后单桩竖向抗压静载试验及桩身内力。采用建筑桩基技术规范、侧阻、端阻分项增强系数法、基于极限承载力增强系数法和只考虑桩端改善承载力5种方法进行了后压浆桩的桩基极限承载力计算。结果表明,后压浆后桩基极限承载力提高了24%,侧阻、端阻分项增强系数法和基于极限承载力增强系数法与现场实测最接近;建筑桩基技术规范与只考虑桩端承载力改善与现场实测结果相差较大,其计算值偏于安全保守。  相似文献   

软土地区超长抗拔桩成桩选型研究     

安景波  赵思远  邓志辉 《岩土工程技术》2009,23(6):284-287

对软土地区长抗拔桩中常用的常规直桩、扩底桩、注浆直桩的承载力性状进行了比较分析,研究了不同桩型的荷载传递规律和承载力提高机理,并引出其荷载一位移的理论计算公式,认为抗拔桩存在“有效桩长”。通过对某沿海城市不同超长抗拔桩的现场抗拔试验,分析比较了各种桩型在30mm上拔位移控制值下的单桩承载力和桩侧摩阻力分布规律,认为超过“有效桩长”的设计是不经济的,注浆直桩可以提高安全系数,宜优先选用注浆直桩。  相似文献   

川西北平武地区南一里花岗岩体地球化学特征及其构造环境   总被引：2，自引：0，他引：2  

李佐臣  裴先治  丁仨平  刘战庆  李瑞保  李高阳  李夫杰  王飞 《地质学报》2009,83(2):260-271

对出露于碧口地块西南部的南一里岩体进行了系统的地球化学研究,重点讨论了南一里岩体的岩石成因、成岩物质来源及其构造环境。该岩体的SiO2和Al2O3的含量均很高,SiO2含量变化为71.29％～73.05％,A/CNK在1.07～1.11之间;FeO/(FeO+MgO)比值较低,为硅和铝过饱和类型,属典型的强过铝质花岗岩。稀土元素总量(∑REE)为56.80×10-6～89.12×10-6,稀土元素配分曲线呈右倾型,具有弱的负铕异常。Ta、Nb、P、Ti等高场强元素具有明显的负异常,而Rb和Sr等大离子亲石元素具有明显的正异常。岩浆源区可能是以杂砂岩成分为主的沉积岩部分熔融形成的花岗质岩浆上升侵位形成的,是一种典型的壳源成因类型。南一里岩体具有后碰撞岩浆活动的特征,是印支期华北地块和扬子地块碰撞导致地壳加厚环境下下地壳部分熔融的产物,形成于同碰撞(挤压环境)向碰撞后(伸展环境)转化阶段,为后造山花岗岩类。  相似文献   

基坑开挖时立柱桩的沉降计算     

唐世栋  李红  苏玉杰  王松平 《岩土力学》2008,29(7):1977-1980

在基坑工程中,立柱桩和工程桩形成了长短桩复合桩基础。通过有限元法模拟桩侧摩阻力分布的变化,认为在这种复合桩基础中短桩（工程桩）的存在会影响到长桩（立柱桩）桩侧摩阻力的分布。根据剪切位移法得到考虑短桩影响的计算方法,并将被影响后的长桩桩侧摩阻力分布形式做了等量简化,使之适用于Geddes应力法。提出了利用Geddes应力法计算长短桩复合桩基础沉降的方法,并编制了相应的计算程序PLS,根据实际工程资料进行验算的结果与实测数据基本一致。  相似文献