نتایج جستجو برای: self cleaning asphalt concrete

تعداد نتایج: 620778  

Journal: :journal of dental school, shahid beheshti university of medical sciences 0
سارا توسلی حجتی sara tavassoli hojjati dental school, shahed university, tehran-iran.دانشکده دندانپزشکی، دانشگاه شاهد. محمد مهدوی mohammad mahdavi chemistry school, isfahan university, isfahan-iran.دانشکده شیمی، دانشگاه صنعتی اصفهان فائزه حمزه faezeh hamzeh dental school, kerman university of medical sciences, kerman-iran.دانشکده دندانپزشکی، دانشگاه علوم پزشکی کرمان محمدباقر رضوانی mohammad bagher rezvani dental school, shahed university, tehran-iran.دانشکده دندانپزشکی، دانشگاه شاهد. فاطمه احمدیان بابکی fatemeh ahmadian babaki international branch, dental school, shahid beheshti university of medical sciences, tehran-iran.واحد بین الملل دانشکده دندانپزشکی، دانشگاه علوم پزشکی شهید بهشتی. حوریه صادری hooriyeh saderi medical school, shahed university, tehran-iran.دانشکده پزشکی، دانشگاه شاهد. محمدجواد خرازی فرد

objective: surface coating of dental mirrors using nanotechnology has been done to render them self-cleaning properties. nano-scaled titanium dioxide particles (tio2)show antimicrobial properties when exposed to ultra-violet (uv) light. the aim of this study was to evaluate the effect of surface coating of dental mirrors with nano titanium dioxide on their self-cleaning (from dentists’ perspect...

2013
Hui Yao Chee Huei Lee David Wingard Yoke Khin Yap Xianming Shi Shu Wei Goh

The objective of this study is to evaluate the rheological properties and chemical bonding of nano-modified asphalt binders blended with nanosilica. In this study, the nanosilica was added to the control asphalt at contents of 4% and 6% based on the weight of asphalt binders. Superpave binder and mixture tests were utilized in this study to estimate the characteristics of the nano-modifed aspha...

2016
Yun-Yun Quan Li-Zhi Zhang Rong-Hui Qi Rong-Rong Cai

The self-cleaning property is usually connected to superhydrophobic surfaces (SHSs) where the dust particles can be easily removed by the rolling motion of droplets. It seems that superhydrophobicity (its durability is questionable nowadays) is a necessity. However here, it is disclosed that self-cleaning can also be realized on an ordinary surface by droplet impinging. The effects of surface w...

2012
Michel Kahan MICHEL KAHAN

Techniques of wave propagation in layered plates are used to evaluate the integrity and the material properties of the asphalt covered concrete deck of a bridge. Seismic waves are generated on the field by a point impact load, which is studied in detail, and surface motions are recorded at four stations forming a single line with the impact location. In order to simplify the problem and to lay ...

G. Shafabakhsh, S. Ahmadi

Weak bonding between layers of pavement leads to damages on the composite pavement. Bonding plays an important role in the durability and maintenance of composite pavement layers. The present study evaluates the factors effective in bond strength of the interface between concrete and asphalt pavements. The factors considered for this purpose include steel slag percentage in the concrete pavemen...

Journal: :E3S web of conferences 2021

The article reviews the option of how to make top pavement asphalt-concrete mixture adhere reliably base, which is underlying cement-concrete coating. bitumen-latex emulsion suggested as a binder for two layers.

In recent decades, the use of self-consolidating concrete has become widespread. Hence, recognizing the various properties of self-consolidating concrete are essential. In this study, several mixture designs have been tested and final mixture design of crushed tile aggregates which were replaced by 0%, 25 %, 50%, and 100% volume percentage of natural aggregates were conducted. To evaluate fresh...

This study has investigated the creep properties of asphaltic concrete modified with different dosages of waste polyethylene terephthalate (PET) in two different ranges of size. Uniaxial dynamic creep test at 40°C was conducted on the cylindrical specimens of the mixtures. The load was applied in two different frequencies of 0.5 and 5Hz. Creep test results showed that the accumulated strain und...

2013
T. Zayed

The Ground Penetrating Radar (GPR) has been studied for a long time as a non-destructive evaluation (NDE) technology for inspection of concrete structures. Currently, the most widely used technique for interpreting GPR data of concrete bridge decks is the one that based on the amplitudes measured at various interfaces such as asphalt-concrete, top rebar, or slab bottom. The assumption behind th...

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