Application of Acoustic Wave Propagation Analysis Methods for Monitoring a Miscible Mixing Zone in Porous Media

The Biot's acoustics theory, which describes acoustic wave propagation in a porous medium, and computer simulation techniques were utilized to model the behavior of acoustic waves entering and leaving a mixing zone in a miscible displacement in porous media. The results indicate that the angles of waves produced by a mixing zone are equal to angles of waves produced by an abrupt fluid-fluid interface. Therefore, acoustic methods and a relationship between the incident, reflection, and transmission angles can be used to determine the location and thickness of the mixing zone during a miscible displacement process in porous media.     

An elliptical disc anchor in a damage‐susceptible poroelastic medium

A flat rigid elliptical anchorage located in a damage‐susceptible fluid‐saturated poroelastic medium is subjected to an in‐plane load, which induces a pure translation in the plane of the anchor. This paper develops computational estimates for the time‐dependent displacement of the disc anchor for the classical problem that involves Biot consolidation and compares the results with situations where the porous skeleton can experience micro‐mechanical damage that leads to an alteration in both its elasticity and fluid transport characteristics. Copyright © 2005 John Wiley & Sons, Ltd.     

土壤的固结效应及精细积分数值求解

基于广义Biot固结理论，利用有限元离散方法，得到土层固结效应的u-p形式的基本方程，进而通过引入基本方程中原变量的对偶变量，在Hamilton体系下建立了土层固结效应的微分方程。在具体计算过程中，利用时程精细积分方法，对固结问题进行了计算，并通过数值算例说明了中方法的有效性。     

安瓶玻璃管中的结石缺陷分析

借助扫描电子显微镜和电子探针能谱分析对安瓶玻璃管中出现的结石进行了研究，从玻璃生产工艺过程入手查找到了结石产生的原因，提出了解决的对策。     

铁矿球团生球的固结机理及强化途径

通过生球强度破坏机理分析,得出通过对造球原料进行润磨可以有效的增大晶粒间的范德华力,增加生球的机械强度,添加能够通过范德华力、静电力、氢键、化学键、配位键等与铁矿颗粒表面发生作用的粘结剂也可以有效地提高生球的机械强度;提高球团的爆裂温度的有效方法是均衡球团表面气化和内部扩散作用,均衡球团表面气化和内部扩散作用的主要措施是降低球团表面气化的速度,使表面扩散速度减小,添加具有亲水基的有机粘结剂和膨润土可以降低自由水或毛细水的扩散速度,提高球团的爆裂温度;通过对造球原料的改性对生球的强度的提高是有限的,添加有机粘结剂或复合粘结剂强化生球强度仍然是今后发展的一个重要方向。     

Approximate solutions for the ignition of a solid as a function of the Biot number

The ignition of a finite planar 1‐dimensional solid is addressed for constant applied radiant heat flux. An ignition temperature criterion is used, with constant properties, and linearized reradiation. An approximate integral analysis leads to analytic formulas to predict the ignition time in terms of Biot (Bi) number and heat flux. The accuracy of the integral solution is found to be good compared to the exact infinite series solution for the conduction equation. The integral model is then used to assess the accuracy of common ideal thick and thin formulas for ignition. There is a domain of heat flux and Bi where the ideal formulas are not accurate. An example is given where the integral model is accurately applied to ignition data to illustrate the range where the ideal formula is not accurate.     

比奥模型在井点降水引起地面变形中的应用

井点降水引起的地面变形是工程施工中经常遇到的问题,80年代之后这一问题开始受到重视,由于沉降的机理复杂,目前这一问题仍然没有很好的解决。作者在分析了降水引起地面变形的机理的基础之上,即把地面变形归结于有效应力的增加,动水压力的作用,以及井点的真空作用,提出采用比奥模型进行预测,并结合南京地铁某基坑降水工程,从而为其合理的降水方案提供了依据。     

条形荷载下饱和均质地基曼德尔效应研究

本文通过研究biot固结理论,探讨了曼德尔效应产生的原因,并利用大型非线性有限元软件adina进行数值分析,得出条形荷载下饱和均质地基固结的数值解。并通过计算分析,得出了影响曼德尔效应的因素。     

Biot固结平面有限元程序网格局部加密方法研究

为了解决软土地基上的构筑物沉降过大、承载力不满足等问题 ,很多学者依据Biot固结理论编制了大量的有限元程序。要在基本相同的计算量的前题下获得足够的精度 ,需要对有限元网格进行局部加密处理。作者提出的加密方法合理解决了接触单元和多级加载问题 ,并使用C ++Builder开发工具编制了加密程序 ,最后给出一个工程实例验证了方法的可行性。     

采用低位真空预压技术在东钱湖加固淤泥基础的实践

一般对淤泥采用真空预压方法进行淤泥固结,直接对湖区淤泥进行低位真空预压的实例还没有,鉴于低位真空预压方法在工期和造价方面的优势,本次试验对东钱湖环保疏浚产生的弃泥进行低位真空预压处理。低位真空预压由疏浚吹填、铺设土工布与竹笆、人工插塑料排水板、铺设水平管网、吹填泥封层、真空预压等一系列程序组成,经过试验期间对沉降量和孔隙水压力的观测和试验结束后对现场地基土的静力触探和十字板检测试验,证明地基土在经过70天左右的抽真空预压,达到了60kPa的预期承载力,结果也很好地验证了在宁波东钱湖地区的地质条件下实施低位真空预压的可能性。