膨胀土改良机理及改良剂对比试验研究

通过对膨胀土土样常规指标试验和3种改良剂改良机理的分析,以及对3种常用改良剂的改良效果的对比分析,在掌握了膨胀土特性的同时也提出石灰对改善膨胀土的胀缩性最有效果,水泥其次,粉煤灰最差,从经济和适用性角度看,掺石灰是改良膨胀土的一种最有效方法的观点.膨胀土经过改良后得到了充分的利用,减少弃方产生的同时也减少了土地的占用,并显著降低工程费用,有很好的经济效益和社会效益.     

Breakup modeling of a liquid jet in cross flow

We propose a novel breakup model to simulate the catastrophic breakup regime in a supersonic cross flow. A developed model has been extended from an existing Kelvin-Helmholtz/Rayleigh-Taylor (K-H/R-T) hybrid model. A new mass reduction rate equation, which has critical effects on overall spray structure, is successfully adopted, and the breakup length, which is an important parameter in existing model, is replaced by the breakup initiation time. Measured data from the supersonic wind tunnel with a dimension of 762×152×127 mm was employed to validate the newly developed breakup model. A nonaerated injector with an orifice diameter of 0.5 mm is used to inject water into a supersonic flow prescribed by the momentum flux ratio of the liquid jet to free stream air, q ₀ . The conservation-element and solution-element (CE/SE) method, a novel numerical framework for the general conservation law, is applied to simulate the supersonic compressible flow. The spray penetration height and average droplet size along with a spray penetration axis are quantitatively compared with data. The shock train flow structures induced by the presence of a liquid jet are further discussed.     

就地热再生路面中再生沥青的研究

本文依托海南某高速公路热再生,通过现场抽提旧普通沥青和旧改性沥青,综合运用四组分、傅里叶红外光谱、常规实验和布氏粘度等试验手段检测其老化程度,研究其老化机理.根据旧沥青的老化程度、所缺失的组分及粘度低的特点,选择两种再生剂分别对旧沥青进行再生试验.通过广泛的理论研究和大量的室内外试验研究,结合再生工程的实际情况,在对旧路路况调查评价、对旧沥青材料试验评价的基础上,确定适合的再生方式及再生剂的种类和掺配比例.     

干密度对海相及河相软土邓肯-张模型参数的影响

通过三轴排水剪试验研究了海相及河相软土的工程特性,并将试验结果用邓肯-张模型进行整理分析,获得了海相及河相软土的邓肯-张模型参数随干密度的变化规律.试验结果表明,随着干密度增大,海相及河相软土的粘聚力和内部摩擦角都有增大的趋势,切线弹性模量和切线体积模量均随着干密度的增加而增大.     

圆形隧道抗震分析若干近似解析方法比较研究

为避免盾构隧道抗震设计动力时程分析的复杂性和减小计算工作量,对圆形隧道抗震设计的3种近似解析方法进行了比较.第1种是基于复变函数的近似解析方法,并用成层地层振动方程获得的地层剪切力进行了改进;第2种是基于贝塞尔函数的近似解析方法;第3种是基于弹性力学的近似解析方法.分别采用上述3种近似解析方法和反应位移法对某隧道进行了抗震分析.结果表明:前2种近似解析方法的计算结果较接近,规律大致相同,因此可用二者计算结果的最不利组合进行抗震分析;第3种近似解析方法较为粗略,只可用于圆形隧道抗震设计的前期估算.     

石乌高速公路上面层Superpave-13沥青混合料目标配合比设计

根据现场原材料特性采用Superpave的设计方法拟定Superpave-13目标配合比,并对拟定的目标配合比进行SGC旋转、马歇尔和路用性能等试验,由试验结果可确定出上面层Superpave-13沥青混合料的目标配合比,并对目标配合比设计过程进行阐述。     

山区公路高切坡整体安全评价方法研究

以重庆市两巫(巫山-巫溪)路高切坡为研究对象,基于模糊物元分析方法,对高切坡整体安全进行综合评价,在评价指标权重取值方面,基于简单关联函数对各评价指标进行相对重要程度排序,采用层次分析法计算专家权重,并利用专家效度方法对专家权重进行修正.综合评价结果显示:两个高切坡均属于不安全等级,同时两者的相对安全程度为K88+920>K100+976.     

北京市城市干道通行能力及规划参数研究

通过对北京市主干道、次干道的调查与分析,建立了北京市主、次干道基本路段速度-流量模型,并得到其基本路段通行能力推荐值.在此基础上将公交停靠站的影响因素予以考虑,对路缘车道的通行能力进行了修正.对北京城市主、次干道服务水平进行定量划分,确定服务水平定量划分1的标准.     

Analysis of stress and strain fields of laser cladding process on ring circular orbit

The cracking of coatings and the deformation of base frustrate the application of laser cladding technology especially on surface of the ring circular orbit. In order to solve the two problems above, the stress and strain fields of the laser cladding process on the ring circular orbit were analyzed through the finite-element method, based on the temperature field. The wedge module of the ring circular ring was the subject investigated. The calculating results show that during the cladding process the crank point tends to generate the transversal crack; the centre point on the coating/base interface tends to generate longitudinal crack; the intersecting edge of the coating and base tends to generate toe crack. Moreover, the cracking tendency of the outer marginal point is obviously greater than that of the inner marginal point. The rather high stress appears at the border position where the constraint exists, and the stress on the point in front of molten pool under the range of laser irradiation is large as well. And the displacement becomes larger as the cladding process proceeds.     

我国港口工程项目管理模式分析

伴随着全球经济一体化,港口在区域经济和地方经济发展中将起着更加重要的作用。通过对国内外港口工程项目管理模式的深入研究,总结归纳我国港口工程现有的项目管理模式。从业主方投资管理的角度,将我国现有的港口工程项目管理模式分为三类,并对各种模式进行深入分析,提出我国港口工程项目管理模式的选择建议,以期为提高我国港口工程项目管理水平提供借鉴。