冻结速度对冻融黄土物理力学性质的影响

将冻结速度分别设定为3.33、1.67、1.11、0.83℃·h-1,在封闭条件下对不同含水率土样进行冻融循环,测试了不同冻结速度时土样的含水率、干密度、液塑限、抗剪强度及压缩性,分析了冻结速度对冻融黄土物理力学性质的影响规律.试验结果表明:经过冻融循环后,试样含水率普遍较初始含水率大,随着冻结速度的增大,含水率的增幅呈降低趋势;当含水率较低时,冻结速度对试样干密度影响较小,当含水率较高时,随着冻结速度的增大,试样干密度降低;土样液限随着冻结速度的增大呈增大趋势,塑限无明显变化;粘聚力随着冻结速度的增大总体呈增大趋势,内摩擦角随冻结速度的变化规律与试样含水率密切相关;冻融后黄土的压缩性较未冻结土样强,且随着冻结速度的增大,土样的压缩模量增大.     

柔性桩承式加筋路堤荷载传递的改进

在文献[1]的基础上,考虑了柔性桩承式加筋路堤中加筋体上下摩阻力,然后对柔性桩承式加筋路堤的荷载传递的理论分析进行了改进,最后得到了桩土应力比和桩土差异沉降的计算式。本文理论计算值与工程实例实测值对应很好,且网上网下桩土应力比能反映出加筋垫层网材的拉膜效应作用。因此,本研究能为柔性桩承式加筋路堤的设计及施工提供一定的参考。     

关于货车闸瓦金属镶嵌物(熔渣)产生原因的探讨

分析了货车闸瓦产生金属镶嵌物的原因,提出了运用中的预防措施。     

影响转K6型转向架动力学性能的2个主要因素分析

采用动力学仿真分析和线路动力学试验相结合的方法,研究一系橡胶垫定位刚度对转K6型转向架运动稳定性的影响。采用实验室实验和线路动力学试验相结合的方法,研究侧立柱磨耗板与斜楔摩擦副的匹配对配装转K6型转向架车辆垂向振动加速度的影响。结果表明,转K6型转向架每轴箱橡胶垫的纵、横向刚度应分别在14 MN/m1、2 MN/m以上时方能满足转K6型转向架最高商业运营速度的要求。装用高分子复合材料主摩擦板的ADI组合式斜楔与T10钢立柱磨耗板摩擦副具有较优的摩擦磨损性能,较理想的摩擦系数和良好的动力学性能,建议转K6型转向架摩擦减振装置的摩擦副采用装配高分子复合材料主摩擦板的ADI组合式斜楔对T10钢立柱磨耗板的方案。     

重型商用车汽车轮胎花纹对整车性能的影响

汽车轮胎是汽车的行驶系统的重要组成部分,对汽车保持正常的行驶起着重要的作用.除了承载着全车重量,传递驱动转矩外,车轮还还起着减震和缓冲,转向和制动的作用.轮胎对汽车的驾驶性、通过性、舒适性和安全性都有着直接的影响.文中从各轮胎花纹的性能,轮胎性能对整车性能的影响和分轮位配置花纹的优势,为整车提供更经济,安全,可靠的轮胎花纹的匹配方法.     

负摩擦力对基桩内力的影响及其结构计算

分析研究负摩擦力对桩轴力的影响及基桩负摩擦力的计算.对高桩码头计算具有参考意义.     

Modelling the effects of friction modifiers on rail corrugation in cornering

A proposed solution to the problem of rail corrugation on curves of urban lines is the use of friction modifiers. Recent experimental research indicates this approach can be effective. This paper makes use of two theoretical models to study the effects of friction modifiers on corrugation in cornering. The first one is a nonlinear time-domain model that predicts corrugation growth from a series of simulated passes of a bogie. The second one is a frequency domain model of wheel–rail interaction, linearised about a steady cornering state, estimated from the nonlinear model. Both models predict reduction of growth of corrugation due to the use of friction modifiers. Friction modifiers can alter the steady cornering state to one with somewhat lower creeps and much lower tractions. Major reductions in corrugation growth rate have been shown to occur if a wheel can be prevented from reaching a state of full sliding when subject to oscillating creeps caused by existing rail corrugation.     

振动沉桩锤的选型及应用

将桩下沉至要求深度的振动力和振幅,是选择振动锤型号的关键参数,但由于我国目前尚无同类的设计、施工规范,计算理论依据又不完备,所以在选择振动锤型号时,振动力和振幅的估算较难。在几个大型工程基础采用振动下沉工艺中,收集整理了国内外有关其计算的经验公式,验证了选择振动锤的步骤和相应的计算方法,结果证明选锤非常成功。     

高回填软土地基中基桩负摩擦问题

高回填软土地基中由于沉降而使基桩承受一定的负摩擦作用。结合工程现场试桩,采用有限元数值模拟及经验公式估算方法对桩基负摩擦问题进行研究,初步掌握了洋山地区基桩负摩擦的分布规律,可供类似工程设计参考。     

Tyre friction behaviour under abrupt wheel torque transients on slippery road surfaces: experimental analysis and modelling

The paper shows that, during abrupt wheel torque transients for ice surface and low vehicle speeds, the tyre can develop significantly larger longitudinal force than the peak value of the tyre static curve. This so-called dynamic tyre friction potential (DTFP) effect has many influencing factors such as the rate of change of the wheel torque, the vehicle speed, and the tyre dwell time. The paper presents a detailed analysis of the DTFP behaviour based on the experimental data collected by using an in-wheel motor-based tyre test vehicle. The analysis results and an insight into the brush structure of a tyre model lead to the hypothesis that the different influencing factors may be predominantly explained by the bristle dwell time (BDT) effect. Following this hypothesis, the LuGre model of the tyre friction dynamics is extended with a physical BDT sub-model. The experimental validation results show that the proposed model can accurately capture the low-speed tyre–ice friction behaviour during abrupt wheel torque transients.