冻融条件TG固化剂石灰土基层性能研究

为了进一步研究TG固化剂石灰土在冻融条件下的各项性能, 分别对TG固化剂石灰土进行冻融作用前后的无侧限抗压强度试验和劈裂试验以及干缩试验. 结果表明: 随着冻融循环次数的增加, 无侧限抗压强度以及劈裂强度逐渐减小, 经历8次冻融循环以后强度衰减达到最大值. 经过冻融循环作用后试件的无侧限抗压强度以及劈裂强度残留值随着含水率和压实度的增加而增加, 通过冻融试验得到的抗冻性能指标BDR值在51%以上, 与未饱水冻融循环得到的最终残留强度值保持一致. 经冻融循环作用后TG固化剂石灰土的干缩应变和干缩系数减小, 干缩性能有所提高. 冻融循环条件下TG固化剂石灰土抗冻性能良好, 可以应用于路面基层.     

矩形移动荷载作用下路面-双层地基系统三维振动分析

考虑路面和地基之间的相互作用,建立了路面-双层地基的三维模型,将车辆荷载模拟成矩形移动荷载,利用Fourier变换方法对车辆荷载作用下路面-双层地基系统的三维振动问题进行了研究。假设地基为上部弹性土体和下部为饱和土体组成的双层混合结构,整个系统置于刚性基岩上。通过引入势函数,利用Lame分解理论和积分变换方法分别对弹性土层和饱和土层进行求解。在Fourier变换域内,联立路面和下卧双层地基系统的的运动方程,获得了车辆荷载作用下路面-双层地基系统三维振动的位移和孔压响应的积分形式解,并利用IFFT算法和自适应数值积分算法得到了数值计算结果。研究结果可为路基动力响应分析提供参考。     

水泥混凝土路面板下脱空的一种处理方法

分析了水泥混凝土路面损坏的主要原因 ,提出了维护与补强的办法     

香港城市土地用途规划控制的机制

面对稀缺的土地资源、迅疾的人口增长、快速的工业化进程以及强劲的面向服务业的经济转型,高效和优化用地成了香港土地用途规划控制的主要原则,香港也因此发展了自己特有的、以弹性为特征的城市土地用途规划控制机制.香港城市土地用途规划控制的机制可以从以下几个方面概括:健全的法规和技术标准为土地使用的效益最大化和公平化提供了保障,决策、咨询、执行和辅助机构的职能截然分开保证了土地规划管理的公正性和高效率,全港发展策略、次区域发展策略及地区图则三层发展规划系统为土地利用规划控制提供了科学的架构,政府与私营机构的合作博弈在     

Closure to “performance of a transparent Flexible Shear Beam container for geotechnical centrifuge modelling of dynamic problems” by Ghayoomi M., Dashti S., and McCartney J.S.

In response to the discussion, this closure presents a new set of analyses to confirm the satisfactory performance of the recently-developed transparent Flexible Shear Beam (FSB) container and its limitations. The lateral deformations of the box estimated using Finite Element analyses and measured during centrifuge experiments were compared. The maximum deformation to height ratio was sufficiently small to retain at-rest lateral earth pressures for loose to medium-dense cohesionless soils and all cohesive materials. In addition, higher frequency modes of vibration were estimated for the container, and were found to occur where the earthquake energy is less significant. Further, the box is expected to approximately replicate free field conditions under 1-D horizontal shaking for the range of soil properties under investigation. Overall, the deformation and vibration analyses indicate that the selection of appropriate rubber material properties and boundary conditions are critical when analyzing the performance of the container.     

青海公路沥青路面气候影响二级分区及K值变化研究

利用1971-2002年青海公路沿线44个气象台站的降水、气温、水汽压、相对湿度、风速、日照百分率等地面气象资料,采用Penman公式计算了蒸发力ET,应用气候诊断方法分析了潮湿系数的变化特征.结果表明:按潮湿系数,干季青海省公路沿线全部为过干区,其他季节可分为过干区、中干区和润干区.近30a以来,干季公路沿线的潮湿系数K值呈减小趋势,而过渡季节、雨季和年度潮湿系数K值均呈增大趋势.而这种变化,主要是由气候的年代际波动造成的.     

基于RS与GPS的汶川地震路基路面震害损毁调查——以都汶公路为例

文章以都汶公路为例,利用遥感解译技术快速获取地震诱发山地灾害类型及其对公路造成的严重损害类型,利用GPS对公路损毁灾害点准确定位,获得路基路面直接震害类型信息,同时对山地灾害遥感判识结果进行检验。通过分析认为公路沿线岩体岩性以及风化破碎程度的不同,对公路产生的损毁程度不相同;路基破坏程度与距离震中和断裂带的远近有密切关系;路基下方护坡的破坏与所处边坡的坡度有关;崩塌滑坡产生大量松散固体物质,雨季到来之后,极易暴发大规模泥石流,需要注意并防范泥石流对行车安全和道路交通的影响。     

Support vector regression to predict asphalt mix performance

Material properties are essential in the design and evaluation of pavements. In this paper, the potential of support vector regression (SVR) algorithm is explored to predict the resilient modulus (M_R), which is an essential property in designing and evaluating pavement materials, particularly hot mix asphalt typically used in Oklahoma. SVR is a statistical learning algorithm that is applied to regression problems; in our study, SVR was shown to be superior to the least squares (LS). Compared with the widely used LS method, the results of this study show that SVR significantly reduces the mean‐squared error and improves the correlation coefficient. Copyright © 2008 John Wiley & Sons, Ltd.     

“威马逊”（1409）降水水汽来源和源区定量贡献分析

利用拉格朗日轨迹追踪模式FLEXPART(the Flexible Particle Model)和水汽源区定量贡献分析方法,研究了超强台风"威马逊"登陆期间(2014年7月17日06:00至19日06:00,协调世界时)强降水的水汽来源和源区定量贡献。结果表明,大量目标气块源自目标降水区西南侧和东侧,西南侧气块可追溯到阿拉伯海和孟加拉湾等地区,且大部分气块来自相对较低层大气,高度在输送途中变化不大,来自东侧的气块可追溯到西太平洋海域,气块初始位置相对较高,在输送途中逐渐降低;源区定量贡献分析显示:南海区域(C)贡献最大,目标降水区域(T)局地贡献次之,孟加拉湾(B)和西太平洋南部区域(D)贡献相当且均低于区域T;区域C和T对"威马逊"登陆期间降水贡献较大源于其较高的源区水汽摄取率(尤其是区域C)和较低的沿途损耗率(尤其是区域T);区域B源地水汽摄取量高于区域D,但从前者摄取的水汽到达目标降水区域而未被释放的比例明显高于后者,同时,两者沿途损耗率相当,造成两者对目标降水区域的最终贡献也相当;尽管阿拉伯海区域(A)水汽摄取亦较明显,但由于沿途的显著消耗,导致其对目标降水区域的最终贡献显著降低。FLEXPART轨迹追踪模式和水汽源区定量贡献分析方法,与以往常用的环流和水汽通量进行定性分析相比,可更为清晰和定量地揭示热带气旋降水的水汽来源特征。     

Effect of vehicle–pavement interaction on dynamic response of rigid pavements

In the present paper, dynamic response of rigid pavements subjected to moving vehicular loads is presented using an analytical procedure based on the finite element method. The vehicle–pavement interaction effects are taken into account while developing the solution algorithm. The concrete pavement is discretized by finite and infinite beam elements. Infinite elements are helpful in appropriate modeling of end conditions. The main purpose of the development of infinite elements is to model the unbounded domain. The underlying soil medium is modeled by Pasternak model which assumes the existence of shear interaction between the spring elements. The moving vehicle is represented by a mass supported by a spring-dashpot system. The vehicle -pavement interaction force is modeled with Dirac-delta function. Dynamic equilibrium equation is solved with Newmark-Beta integration scheme. It has been observed that the dynamic interaction between the moving load and the pavement has significant effect on pavement response. Parametric study is carried out to investigate the effect of vehicle–pavement interaction (VPI) and soil parameters on the response of pavement.