分级加载条件下提早预测地基沉降的沉降差法

提出了一种分级加载条件下提早预测地基沉降的新方法--沉降差法。该方法将各级荷载作用下的地基沉降发展规律统一了起来,能同时利用各级荷载下的实测数据来进行线性拟合和预测,可在工程填土施工过程中提早预测在设计总荷载作用下的地基总沉降量,以指导工程施工。     

黏土非线性模型的改进切线模量

切线模量描述是土体非线性模型中的一个基本问题。首先,引入“半值强度指数”概念建立了土体应力应变曲线的数学特征方程,分析了双曲线应力应变模型的数学缺陷。接着,根据试验数据分析提出了土体应力应变曲线的控制微分方程,建立了土体应力应变曲线的3参数新模型,新模型克服了双曲线模型的缺陷;证明了双曲线模型是该新模型的特例。最后,在3参数新模型的基础上,改进了土体的切线模量表达,给出了参数确定方法,并对三轴试验结果进行了模拟。     

Stochastic response of hysteretic systems

This paper deals with approximate stochastic response of hyseretic structures under white noise excitation, based on It stochastic differential equations. Instead of the original system an equivalent nonlinear system is considered, in which the drift vector is given by a series expansion of the order n 1 in terms of the state variables. n = 1 represents the well-known case of equivalent linearization. Components in the drift vector representing the nonanalytical constitutive equations are replaced by a cubic polynomial expansion. The hierarchy of statistical moment equations is closed by a cumulant neglect closure scheme. The method has been applied to a bilinear single degree-of-freedom system subjected to white noise excitation, for which an equivalent system with a cubic series expansion to the constitutive equation is considered. The results obtained are compared with those of numerical simulation and alternative methods, and they provide substantial improvements compared to equivalent linearization.     

软土地基上道路桥头跳车缓解工法的设计与工程实践

针对软土地基上道路行车的“桥头跳车”现象，列举了在日本经常使用的几种桥头接坡过渡段地基处理的方法：(1)设钢筋混凝土连接搭板；(2)沥青混凝土路面的加铺维修；(3)切短桩头的办法重建构筑物。分析了这几种传统的桥头接坡处理方法的优缺点及经济性。在日本佐贺平原有明软粘土地基上的桥头接坡段地基处理工程实例的基础上，介绍了缓解桥头跳车现象的设计施工法——CA工法；给出了CA工法的设计内容及参数确定的方法，包括搅拌桩的长度与接坡段的处理范围；最后通过现场监测结果说明所提出的设计法的有效性。     

线性积分模型和微分模型的普遍流变方程

给出了适合线性粘弹塑性流变模型的积分形式流变方程,并给出了普遍流变积分模型的流变方程。当该积分形式流变方程的蠕变核为负指数函数形式时,给出了相应的微分形式(K-C-M-B)的流变方程。     

秦山三期核电工程场地岩石力学性质与差异性沉降分析

根据秦山三期核电工程场地区域地质、地震地质和岩石试样测试结果，对场地岩体各项物理力学指标进行了综合统计，并给出了场地各种岩性的地基承载力标准值，设计值、动态地基允许承载力和地基抗震承戴力设计值，由此计算出地基沉降量的最大值和最小值，得出地基的差异性沉降量，为核电站设计和建设提供可靠依据。     

石油醚对乳化炸药基质热分解动力学的影响

采用TG-DSC联用技术对混有石油醚的乳化基质样品的热分解动力学进行了研究,用Ozawa法和Satava-Sestak法对试验数据进行处理,得到各样品的动力学参数和机理函数.讨论了混入石油醚后乳化基质热分解动力学参数变化的原因,认为石油醚的加入会改变乳化基质的热分解动力学行为,具有促进乳化基质热分解的趋势.     

Solid–Liquid Phase Behaviors of Binary Mixtures of Various Partial Acylglycerols by Differential Scanning Calorimetry

Monoacylglycerol (MAG), diacylglycerol (DAG), and triacylglycerol (TAG) are impurities in biodiesel and a major cause of precipitation. Understanding the behavior of such acylglycerols is essential for predicting biodiesel cold flow properties (CFPs). The previous study on MAG/MAG binary mixtures shows that they tend to solidify by forming molecular compounds. In contrast, TAG/TAG mixtures, which have been studied extensively, are commonly eutectic or monotectic systems, in which each component solidifies separately. The present study focuses on binary mixtures of DAG/DAG and different acylglycerol pairs (MAG/DAG, TAG/MAG, and DAG/TAG), and determination of their solid–liquid phase behavior by differential scanning calorimetry. These mixtures are found to behave as eutectic or monotectic systems with no sign of compound formation. As DAG and TAG have lower contents than MAG in biodiesel and they are unlikely to form molecular compounds with MAG, it is suggested that DAG and TAG have little effect on the biodiesel CFPs. Practical Applications: Biodiesel has attracted much interest because its blending with conventional fossil diesel has become more standard with biofuel mandates. From an energy perspective, the solid–liquid phase behavior of acylglycerols will contribute to building prediction models for biodiesel CFPs.     

公路提高等级拓宽路基出现的问题及防治措施

阐述了当公路提高等级时、原路基加宽后,新旧路基产生差异沉降给公路带来的破坏情况。分析了产生破坏的原因,提出了预防这种破坏的措施和方法。     

基于五自由度车辆模型的桥头搭板容许纵坡变化值研究

桥头搭板纵坡变化值是桥头跳车严重与否的决定因素,但迄今为止其容许值多据行车调查确定,本文对其进行理论研究。采用折线形状的路桥过渡段模型和五自由度车辆模型,考虑上桥和下桥两个方向,认为车辆通过路桥过渡段做一定初始条件下的强迫振动,并将其全过程分为首尾相连的四个阶段,而且将前一阶段末车辆的振动状态经修正后作为后一阶段振动的初始条件,用拉普拉斯变换法对人-车-路系统的相互作用进行了动力响应分析,得到了人的加速度及路面对车的作用力随时间的变化曲线、人的加速度最大瞬态振动值和路面对车的最大作用力。最后,考虑汽车行驶的舒适性和安全性,以加速度最大瞬态振动值作为行驶舒适性指标,提出了搭板容许纵坡变化值的确定方法和步骤。