压密注浆及其在地基加固中的应用

在简单介绍了压密注浆工法的加固机理、影响被加固土体强度的因素的基础上，结合工程实例介绍了压缩注浆工法的工程应用情况。     

浅谈门式刚架轻型钢结构厂房中抗风柱的设置

通过对抗风柱上下端的节点几种形式进行分析比较,提出建议性的节点连续方式。     

Improved Matrix-Filler Adhesion

Enhanced matrix-filler adhesion is realized after filler treatment with a surface treatment process. The hydrosol/coupling agent treatment was applied to a wide range of inorganic and organic fillers, and adhesion to a variety of matrix resins was improved. Scanning Electron Microscopy (SEM) was used to determine the locus of failure in the filled systems. The locus of failure shows the relative degree of adhesion between the filler and the polymer matrix. Significant improvement in adhesion in humid environments is also observed.     

土工带加筋地基处理施工技术

结合中铁十二局2号小区7号楼工程加筋地基处理的施工，介绍了加筋地基处理的材料要求，设计特点，施工工艺及施工要点，得出该施工技术简单易操作，质量易保证，造价低廉，效果良好。     

LaCrMnNiO系热敏陶瓷的微观结构控制

通过对不同配方、工艺下的ＬａＣｒＭｎＮｉＯ系热敏陶瓷的微观结构研究，指出材料的相组成对其宏观电性能的影响，并提出了通过复合工艺利用“过渡相”的形成，对材料的“最终相”加以控制的方法。文中列出了使用ＸＲＤ及ＸＰＳ手段对材料微观结构的分析结果及有关电性能的测试数据。     

从实例看花岗岩地基勘察的几个特点

以花岗岩类的硬质岩作为建筑物基础持力层,具有承载力高、稳定性好,抗震性强的特点,被许多重要建筑物所采用,尤其是沿海地区的高层建筑物。但往往此类基岩的层面不够“平整”,基岩层面的变化对基础的设计、施工,尤其是桩基础影响很大。本文通过对某高层建筑进行地基勘察的实例,总结了花岗岩地区风化岩层的几个特征及其在工程勘察中需注意的一些问题。     

单桩腿有限元分析

为保证桩腿在冬季冰区海域的安全使用,对桩腿结构进行冰载荷作用下的强度分析。应用ANSYS软件建立桩腿、地基、冰相互作用的仿真计算模型,实现桩腿的力学分析。对桩腿进行了强度校核,计算出冰载荷作用下桩腿的变形及其应力状态。计算结果表明,桩腿在此冰载荷作用下强度满足安全要求。     

Na-MMT对MCPA6／PPO原位共混体系的影响

采用水辅助分散钠基蒙脱土（Na—MMT）通过原位共混的方法制备了浇铸尼龙6（MCPA6）和聚苯醚（PP0）共混物（95／5）。通过SEM、TEM和流变等考察了非常少量的Na-MMT对共混物形貌的影响。结果发现，PP0在MCPA6基体中尺寸从几十微米下降到一个微米左右，且所有的Na-MMT都分散在MCPA6基体中。DSC分析表明PPO分散相的尺寸影响了MCPA6的结晶行为。相比于纯的MCPA6，PPO和Na-MMT的协同作用提高了纳米复合材料的强度和韧性。     

Determining stress intensity factors of composites using crack opening displacement

The main purpose of this paper is to find the mixed-mode stress intensity factors of composite materials using the crack opening displacement (COD). First, a series solution of the composite material with a crack was used to evaluate COD values. Then, the least-squares method was used to calculate mixed-mode stress intensity factors. This algorithm can be applied to any method that generates or measures COD values. The major advantage of this method is that COD values very near the crack tip are not necessary. Both finite element simulations and laboratory experiments were applied to validate this least-squares method with acceptable accuracy if the even terms of the series solution are removed.