均匀土-箱基-结构相互作用体系的计算分析   总被引：4，自引：0，他引：4  

李培振  吕西林  陈波  陈跃庆 《地震工程与工程振动》2002,22(5):115-121

采用通用有限元程序ANSYS，针对捱动台试验中的均匀土-箱基-结构试验进行了三维有限元分析，计算中土体的本构模型采用等效线性模型，利用面-面接触单元考虑土体与基础交界面的状态非线性。计算表明，基础底面和土体发生滑移，基础侧面和土体之间发生了滑移和脱离，上部结构柱顶加速度反应主要由基础转动引起的摆动分量组成，通过与试验结果的对照研究，二者得出的规律基本一致，验证了采用的计算模型与分析方法的合理性，为进一步计算研究和实际工程应用奠定了基础。  相似文献   

Torsional vibrations of elastic foundation on saturated media     

Longzhu Chen  Guocai Wang   《Soil Dynamics and Earthquake Engineering》2002,22(3)

A comprehensive analytical solution is developed to examine the torsional vibration of an elastic foundation on a semi-infinite saturated elastic medium for the first time. First, the governing equations of saturated media are solved by use of Hankel transform techniques. Then, based on the assumption that the contact between the foundation and the half-space is perfectly bonded, this dynamic mixed boundary-value problem can lead to dual integral equations, which are further reduced to the standard Fredholm integral equations of the second kind and solved by numerical procedures. Numerical examples are given at the end of the paper. The numerical results indicate that the response of the elastic foundation strongly depends on the material and geometrical properties of both the saturated soil-foundation system and the load acting on the foundation. In most of the cases, the dynamic behavior of an elastic foundation on saturated media significantly differs from that of a rigid plate bearing on the elastic half-space.  相似文献   

Transient foundation solution of saturated soil to impulsive concentrated loading     

X. L. Zhou  J. H. Wang  J. F. Lu 《Soil Dynamics and Earthquake Engineering》2002,22(4)

The transient dynamic response of saturated soil under suddenly applied normal and horizontal concentrated loading is studied in this paper. The behavior of saturated soil is governed by Biot's consolidation theory. The general solutions for Biot equations of equilibrium are derived in terms of displacements and variations of fluid volume, using Laplace–Hankel integral transforms. The solutions in the time domain can be evaluated by numerical inverse Laplace–Hankel transforms. Selected numerical results for displacements, stresses, and pore pressures are presented. Comparisons with existing closed-form solutions for the elastic half-space are made to confirm the accuracy of the present solutions. The solutions can be used to study a variety of transient wave propagation problems and dynamical interactions between saturated soil and structures.  相似文献   

Hybrid vibration experiments with a bridge foundation system model   总被引：3，自引：0，他引：3  

Hiroshi Kobayashi  Keiichi Tamura  Shunsuke Tanimoto 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1135-1141

In order to improve seismic design technology of bridges, it is necessary to evaluate the vibration characteristics of a bridge–soil system that consists of soil, foundation structure, pier and superstructure. However, there have been few experimental studies on seismic behavior of bridge–soil system. In this paper, we conducted the hybrid vibration experiment on seismic behavior of bridge–soil system, and examined the applicability of hybrid vibration experiment to study seismic response of bridge–soil system. Based on the experiment results, seismic response of bridge was quantitatively studied.  相似文献   

软科学与决策咨询研究   总被引：2，自引：0，他引：2  

张占仓 《地域研究与开发》2002,21(3):24-27

文章比较系统地分析了软科学的概念，提出了软科学研究现象，对探讨了软科学与决策咨询的关系，论述了决策咨询研究的现实意义，认为软科学是决策咨询的学科基础，软科学研究走向市场是大势所趋，而决策咨询是软科学研究成果市场化的基本形式，大力发展咨询产业是我国社会主义市场经济建设的重要组成部分。  相似文献   

应县木塔地基工程地质勘测与分析   总被引：1，自引：0，他引：1  

魏剑伟  李铁英  张善元  李世温 《工程地质学报》2003,11(1):70-78

对山西应县木塔环境地质进行了研究,弄清了地层年代及存在的断层;通过样品分析、标准贯入及静探等方法试验、测试,得出了塔院区塔基土的工程物理性质和力学性质、承载力;用地学层析成像技术探测了木塔的基础结构及塔院地基的分层结构。  相似文献   

MAPGIS在地质科技期刊插图制作中的应用     

张玲  王滋平  邓贵安 《矿产与地质》2003,17(4):580-582

地质论文中的插图具有自身的特殊性，根据地质科技期刊对其插图的要求，应用各种绘图软件制作插图，经对比认为MAPGIS是一种方便、快捷、功能强大、最适合制作地质插图的矢量化软件。  相似文献   

软土结构性破损的孔径分布试验研究   总被引：6，自引：1，他引：6  

吕海波  汪稔  赵艳林  孔令伟 《岩土力学》2003,24(4):573-578

采用压汞法对天然结构性软土压缩过程孔隙大小分布的演化进行了试验研究，结果表明，当荷载超过结构屈服应力后，尺寸较大的团粒间孔隙首先发生破坏，随着荷载的增大，越来越小的孔隙受到影响，但团粒内孔隙在压缩过程中不发生变化；根据试验结果提出了孔隙结构破损势的概念，并用其表征孔隙分布随荷载变化的规律。  相似文献   

真空-堆载预压处理高速公路软基的有限元计算   总被引：10，自引：1，他引：10  

刘汉龙  彭劼  陈永辉  郑绍君 《岩土力学》2003,24(6):1029-1033

根据高速公路路基的变形特点，提出了真空-堆载联合预压法处理软基的三维Biot固结有限元计算模型，将砂井按照实际尺寸划分单元，避免了平面计算方法中的砂井处理的问题，较以往的平面数值方法更接近实际情况。结合修正剑桥模型，对某真空-堆载联合预压试验段进行了计算、分析，结果令人满意。  相似文献   

注浆、抽水、掏土法在建筑物纠偏加固中的应用     

陈宏杰  陈昌友 《中国煤田地质》2003,15(2):47-48

针对因地基条件复杂或处理不当引起地基不均匀沉降而造成的建筑物倾斜,提出了注浆、抽水、掏土法,对建筑物进行纠偏加固处理,取得了良好的经济效益和社会效益。  相似文献