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44篇 您的检索式:作者名="EYAD MASAD"
    题名 作者 年代 出处 被引量
1基于微观力学模型的沥青混合料水损坏研究显示文摘水-荷载的耦合作用是沥青路面早期破坏的主要原因。该文提出了沥青混合料水损坏的微观力学模型,该模型可以用来量化分析在水-荷载的耦合作用下沥青混合料的损伤过程。同时,考虑到材料的力学性能是含水量的函数,利用内聚力模型对集料-沥青结合料间界面的粘结破坏进行了模拟,并通过沥青混合料内部应力、应变的变化研究了集料-沥青界面间裂缝发生的位置、时间和裂缝扩展过程。结果证明:微观力学模型可以用来揭示沥青混合料水损坏机理,并对连续损伤模型的建立具有一定指导意义。张静 马士宾 魏连雨 孙敬福 Silvia Caro Eyad Masad Amit Bhasin Dallas Little 2015中外公路2015,35,6:8
2基于集料特性及级配的沥青路面抗滑力模型研究显示文摘为研究沥青路面抗滑衰减变化规律,在考虑集料特征、混合料级配及交通荷载等作用条件下,研发一种路面抗滑力预测模型进行路面抗滑力预测,从而建立集料特性、路面表面特征与摩擦系数(SN)的统计分析模型,其中集料特性采用传统的测试方法(酸性不溶物、硬度、微型狄法尔磨耗值及磨光值)及集料成像系统(AIMS)进行测试;路面表面特性采用动态摩擦测试仪(DFT)和CTM测试方法,路面SN值采用锁轮拖车进行测试,从而建立以交通等级、初期及末期集料磨光值(采用AIMS测试)的函数,以及采用两参数威布尔分布的集料级配函数,并采用统计分析方法研发一种新的沥青路面SN预测模型。方明伟 Arash Rezaei Eyad Masad Arif Chowdhury 2015中外公路2015,35,5:2
3A microstructure-based viscoplastic model for asphalt concrete显示文摘LAITH TASHMAN EYAD MASAD 2005International Journal of Plasticity2005,21,:1
4In- fluence of air void distribution on the moisture sus- ceptibility of asphalt mixes显示文摘Edith Arambula Eyad Masad Amy Epps Martin 2007Journal of Materials in Civil Engineering2007,19,8:1
5Laboratory validation of lattice boltzmann method for modeling pore scale flow in granular materials显示文摘Muhammed E Kutay Ahmet H Aydilek Eyad Masad 2006Computers and Geotechnics2006,33,8:1
6Computations of permeability tensor coefficients and anisotropy of asphalt concrete based on microstructure simulation of fluid flow显示文摘Eyad Masad Aslam Al Omari Hamn Ching Chen 2007Computational Materials Science2007,40,4:1
7A thermo-viscoelastic–viscoplastic–viscodamage constitutive model for asphaltic materials显示文摘Masoud K. Darabi Rashid K. Abu Al-Rub Eyad A. Masad Chien-Wei Huang Dallas N. Little 2010International Journal of Solids and Structures2010,,1:1
8Experimental measurement and numerical simulation of water vapor diffusion through asphalt pavement materials 显示文摘Arambula Edith Caro Silvia Masad Eyad 2010Journal of Materials in Civil Engineering2010,22,6:1
9Micromechanical modeling of the influence of material properties on moisture-induced damage in asphalt mixtures 显示文摘Caro Silvia Masad Eyad Bhasin Amit 2010Construction and Building Materials2010,24,7:1
10Micromechanical Modeling of the Influence of Material Properties on Moisture-Induced Damage in Asphalt Mixtures显示文摘Silvia Caro Eyad Masad Amit Bhasin Dallas Little 0,,:1
11Analytical derivation of permeability and numerical simulation of fluid flow in hot-mix asphalt显示文摘Masad Eyad Birgisson Bjorn A1-Omari Aslam 2004Jour- nal of Materials in Civil Engineering2004,16,5:1
12Application of imaging techniques to geometry analysis of aggregate particles显示文摘Chandan C Sivakumar K Eyad Masad 2004Journal of Computing in Civil Engineering2004,18,1:1
13Soil fabric changes during consolidation显示文摘Muhunthan B Eyad Masad 1997Geotechnical Testing Journal1997,20,3:1
14Evaluation of image analysis techniques for quantifying aggregate shape characteristics显示文摘Taleb Al-Rousan Eyad Masad Erol Tutumluer Tongyan Pan 2006Construction and Building Materials2006,,5:1
15Mesomechanical modeling of the ther- too-- viscoelastic, thermo-- viscoplastic, and thermo-- vis- eodamage response of asphalt concrete显示文摘Rashid K Abu A-Rub Taesun You Eyad A Masad Dallas N Little 2012Int J Adv Eng Sci Appl Math2012,,3:1
16Micromechanics based analysis of stiffness anisotropy in asphalt mixtures 显示文摘 Tashman Laith Somedavan Niranjanan Little Dallas 2002Journal of Materials in Civil Engineering2002,14,5:1
17Unified imaging approach for measuring aggregate angularity and texture 显示文摘 Button Joe W 2000Computer-Aided Civil and Infrastructure Engineering2000,15,4:1
18Engineering properties of tire/soil mixtures as a lightweight fill material显示文摘Masad Eyad Taha Ramzi Ho Carlton Papagiannakis Thomas 1996Geoteehnical Testing Journal1996,19,3:1
19Quantifying laboratory compaction effects on the internal structure of asphalt concrete显示文摘 Muhunthan B Shashidhar Naga Harman Thomas 1999Transportation Research Record1999,1681,:1
20Microstructural finite-element analysis of influence of localized strain distribution on asphalt mix properties 显示文摘 Somadevan Niranjanan 2002Journal of Engineering Mechanics2002,128,10:1
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