沉降控制复合桩基的试验研究及适用范围探讨   总被引：1，自引：1，他引：1  

周春 《岩土力学》2004,25(Z2):518-523

沉降控制复合桩基在上海软土地区得到了广泛的应用,但某住宅小区由于其地质条件的特殊性,不能满足上海市< 地基基础设计规范>(DGJ08-11-1999)中沉降控制复合桩基对桩端持力层的特定要求,超出了其适用范围,通过多组原位试验研究,探讨了沉降控制复合桩基在这种特殊地质条件下桩土共同作用的工作机理,分析了在这种地质条件下应用沉降控制复合桩基的可行性.  相似文献   

大型有限元软件ANSYS在堆山工程中的应用   总被引：1，自引：0，他引：1  

刘祥君  李鸿琦  雷华阳  王沛  齐长青 《岩土力学》2004,25(Z2):357-360

建筑垃圾堆山造景是生态城市建设中的一个新课题,是有效处理及利用建筑垃圾的新方法,然而地基基础沉降和山体稳定性是建筑垃圾堆山造景中山体设计的关键.现利用大型有限元通用软件ANSYS对山体在自重载荷作用下的沉降和稳定性进行实体模型仿真计算,并与工程常用简化计算进行比较,两者结果基本一致.并在有限元计算中,利用ANSYS有限元软件中的参数化设计语言(APDL)编制了山体塑性判别程序,进而对山体堆填过程的沉降和稳定性有一个整体的了解,这对山体的施工有巨大的指导意义.这将为类似工程山体设计和施工控制提供有效依据.  相似文献   

高层建筑桩筏基础优化设计研究   总被引：7，自引：0，他引：7  

李海峰  陈晓平 《岩土力学》1998,19(3):59-64

将上部结构与地基基础共同作用分析方法和优化设计理论相结合,提出了桩筏基础优化设计模型和实用分析方法。通过抽桩分析,证明了边弱中强和墙柱下强、跨中板下弱的布桩原则是正确的。  相似文献   

Prediction of elastic settlement of rectangular raft foundation — a coupled FE–BE approach     

J. J. Mandal  D. P. Ghosh 《国际地质力学数值与分析法杂志》1999,23(3):263-273

A numerical method of analysis is proposed for computation of the elastic settlement of raft foundations using a FEM–BEM coupling technique. The structural model adopted for the raft is based on an isoparametric plate bending finite element and the raft–soil interface is idealized by boundary elements. Mindlin's half-space solution is used as a fundamental solution to find the soil flexibility matrix and consequently the soil stiffness matrix. Transformation of boundary element matrices are carried out to make it compatible for coupling with plate stiffness matrix obtained from the finite element method. This method is very efficient and attractive in the sense that it can be used for rafts of any geometry in terms of thickness as well as shape and loading. Depth of embedment of the raft can also be considered in the analysis. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Analysis of raft foundation design based on considering influence of superstructure stiffness     

WANG Bin  QIU Jianhui  ZHAO Dong  YANG Xi  DAI Shuai.College of Construction Engineering  Jilin University  Changchun  China .Design Institute of Jilin Architectural  Civil Engineering Institute  Changchun  China 《东北亚地学研究》2009,12(1):28-31

The finite element method was used for analysis of raft foundation design in high-rise building. Compared with other conventional methods, this method is more adapted to the practical condition since both superstructure stiffness and soil conditions were considered in calculation. The calculation results by example show that the base reaction is more uniform and the maximum reaction decreases obviously. Accordingly, the raft foundation design is more economic without any loss of security for high-rise building.  相似文献   

对101层上海环球金融中心桩筏基础性状的预测   总被引：2，自引：0，他引：2  

龚剑  赵锡宏 《岩土力学》2007,28(8):1695-1699

根据上海金茂大厦88层的成功建筑经验,试图预测101层上海环球金融中心桩筏基础性状,例如桩的承载力和及其随时间的增加、桩筏的荷载分担、筏厚、沉降和桩筏基础的设计理论等。最后,对两幢大楼桩筏基础性状加以评论,可供研究上海超高层建筑的超长桩基的设计理论的参考。  相似文献   

地铁工程勘察水域钻探油桶筏钻探平台的设计与安全保障措施          下载免费PDF全文

王维献 《探矿工程》2015,42(4):40-43

结合北京地铁6号线二期下穿北运河岩土工程勘察水域钻探实践,介绍了水域钻探油桶筏钻探平台的结构、特点和适用范围,论述了水域钻探油桶筏钻探平台的设计原理和搭建方案,并对水域钻探安全保障措施进行了总结。  相似文献   

“汽油桶筏”在水上钻探中的应用   总被引：1，自引：0，他引：1       下载免费PDF全文

王丹彤 《山东国土资源》2014,30(7):56-59

介绍了岩土工程勘察水上钻探施工平台——"汽油桶筏"的结构、应用原理、特点、适用范围以及在搭建和施工过程中需注意的问题。另外,通过2个钻探施工实例的对比,看出"汽油桶筏"产生良好的经济和社会效益。在理论上证明了"汽油桶筏"的可行性、安全性、实用性和灵活性。笔者认为"汽油桶筏"对于水上钻探项目,简单方便、可操作性强、实用性高,值得推广。  相似文献   

A simplified analysis method for piled raft foundations in non‐homogeneous soils     

Pastsakorn Kitiyodom  Tatsunori Matsumoto 《国际地质力学数值与分析法杂志》2003,27(2):85-109

A simplified method of numerical analysis based on elasticity theory has been developed for the analysis of axially and laterally loaded piled raft foundations embedded in non‐homogeneous soils and incorporated into a computer program “PRAB”. In this method, a hybrid model is employed in which the flexible raft is modelled as thin plates and the piles as elastic beams and the soil is treated as springs. The interactions between structural members, pile–soil–pile, pile–soil–raft and raft–soil–raft interactions, are approximated based on Mindlin's solutions for both vertical and lateral forces with consideration of non‐homogeneous soils. The validity of the proposed method is verified through comparisons with some published solutions for single piles, pile groups and capped pile groups in non‐homogeneous soils. Thereafter, the solutions from this approach for the analysis of axially and laterally loaded 4‐pile pile groups and 4‐pile piled rafts embedded in finite homogeneous and non‐homogeneous soil layers are compared with those from three‐dimensional finite element analysis. Good agreement between the present approach and the more rigorous finite element approach is demonstrated. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Origin of double‐tower raft cones in hypogenic caves     

Fernando Gázquez  José‐María Calaforra 《地球表面变化过程与地形》2013,38(14):1655-1661

In the present paper, we describe the genetic mechanism that causes the precipitation of raft cones in caves. These speleothems usually form in a hydrothermal and epiphreatic environment where dripwater, dripping repeatedly over the same spot, sinks calcite rafts that were floating on the water surface of a cave pool. In particular, the paper describes a new variety of raft cones that were recently discovered in the Paradise Chamber of the Sima de la Higuera Cave (Murcia, south‐eastern Spain) based on their morphological and morphometric characteristics. These speleothems, dubbed ‘double‐tower cones’, have a notch in the middle and look like two cones, one superimposed over the other. The genetic mechanism that gave rise to the double‐tower cones must include an intermediate stage of rapid calcite raft precipitation, caused by a drop in the water table and by changes in cave ventilation leading to greater carbon dioxide (CO₂) degassing and evaporation over the surface of the thermal lake where these speleothems formed. Calcite rafts were deposited in Paradise Chamber, completely covering many of the cones. Later, conditions for slower calcite raft precipitation were restored and some of the cones continued to grow at the same points. When the water table finally fell below the level of Paradise Chamber, the tower cones became exposed, as the incongruent deposits of calcite rafts were dissolved and mobilized to lower cave levels. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献