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砂土路养路工人常见皮肤病损调查
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作者 徐洪玉 张树孝 《交通医学》 1992年第3期177-178,共2页
为了解砂土路养路工人皮肤病患病情况,我们于1990年5~6月对我省八个县(市)从事砂土路养护工作10年以上的工人进行皮肤病损调查,并与工龄10年以上的机关工作人员作对照。
关键词 砂土路 职业病 皮肤病 调查
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我段是怎样养好砂土路的
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作者 朱明琛 《广西交通科技》 1992年第2期19-21,共3页
本文介绍了藤县公路段通过狠抓道班的管理,充分发挥了职工的积板性,为养护好砂土路他们加强质量管理,改进铺装工艺,好路率逐年上升。
关键词 养护 砂土路 质量管理 铺装工艺
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道路扬尘对六种行道树光合特征和生长量的影响
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作者 朱永秀 《陕西林业科技》 2023年第4期39-42,共4页
在干旱半干旱区砂土路绿化中,为筛选出抗扬尘树种,笔者分析了砂土路两侧扬尘空间分布特征,并对青海云杉、祁连圆柏、青杨等6个行道树种受扬尘影响后,叶绿素含量、净光合速率、栽植死亡率和生长量的差异进行了研究。结果表明:高干阔叶树... 在干旱半干旱区砂土路绿化中,为筛选出抗扬尘树种,笔者分析了砂土路两侧扬尘空间分布特征,并对青海云杉、祁连圆柏、青杨等6个行道树种受扬尘影响后,叶绿素含量、净光合速率、栽植死亡率和生长量的差异进行了研究。结果表明:高干阔叶树种的抗扬尘能力高于低干针叶树种。不同树种中国槐的总叶绿素含量、净光合速率、新梢长度和基部直径的相对降低率和死亡率最低。建议在砂土路单树种绿化时,优先选用国槐,确需多树种绿化时,应按不同树种抗扬尘能力高低,由里及外依次配置。 展开更多
关键词 砂土路 扬尘 树种 筛选 配置
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Research on the different content of weathered sand influence on expansive characteristic of a highway expansive soil in Yichang 被引量:1
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作者 Yang Jun Li Xinchun +2 位作者 Zhang Guodong Tang Yunwei Xie Zhigang 《Engineering Sciences》 EI 2013年第5期84-90,共7页
This paper aims at widespread presence of expansive soil which can be obtained in the project from Xiaoxita to Yaqueling first-class highway rebuilding engineering in Yichang City of Hubei Province and weathered sand ... This paper aims at widespread presence of expansive soil which can be obtained in the project from Xiaoxita to Yaqueling first-class highway rebuilding engineering in Yichang City of Hubei Province and weathered sand which can be made full use locally,many experiments have been made. Compaction experiments and expansibility index indoor experiments of undisturbed expansive soil and expansive soil mixed with sand ranging from 10 % to 50 % have been made. Through the test mixing undisturbed expansive soil with different content of weathered sand,it can change the expansive soil water characteristics and compaction characteristics. It can influence the expansibility of the expansive soil index and significantly inhibit the expansibility of the expansive soil and reach the standard of roadbed filler. 展开更多
关键词 expansive soil weathered sand expansion indicator compaction test
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Constraints in Using Manufactured Sands in Concrete Pavements in Australia
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作者 Ion Dumitru Tony Song +1 位作者 Bob Bornstein Vute Sirivivatnanon 《Journal of Civil Engineering and Architecture》 2015年第11期1318-1324,共7页
Due to the shortages of natural sands along the east coast of Australia in particular and the need to fully utilise fines produced in quarry operations, progress has been made in utilising blends of manufactured sands... Due to the shortages of natural sands along the east coast of Australia in particular and the need to fully utilise fines produced in quarry operations, progress has been made in utilising blends of manufactured sands and natural sands in concrete pavements. This paper documents some of the constraints in utilising larger proportions of manufactured sands in concrete pavements. These constraints are mainly caused by the current level of knowledge regarding the impact of manufactured sands on skid and abrasion resistance of concrete pavements. This paper presents a brief review of literature on this subject in the USA, France and UK. It also briefly documents work recently carried out in Australia by CCAA (Cement Concrete and Aggregates Australia), referring to the skid and abrasion resistance of concrete pavements using manufactured sands. The paper concludes that there is no relationship between the free silica content and the skid resistance. With regard to the abrasion resistance, it is rather the curing conditions and the compressive strength that are more important in achieving good results. 展开更多
关键词 Manufactured sand concrete pavements skid resistance abrasion resistance free silica content
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Experimental investigation on breaching of embankments 被引量:18
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作者 ZHU YongHui VISSER P J +1 位作者 VRIJLING J K WANG GuangQian 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第1期148-155,共8页
Breaching of embankments has recently drawn more and more attention due to its importance in the development of early warning systems for embankment failures,in the evacuation plans of people at risk,in the design met... Breaching of embankments has recently drawn more and more attention due to its importance in the development of early warning systems for embankment failures,in the evacuation plans of people at risk,in the design method of embankments based on a risk-approach,etc. The erosion process observed during embankment breaching tests in the laboratory and the analysis of the results are described in this paper. Five embankments,one constructed with pure sand,four with different sand-silt-clay mixtures were tested. The height of the embankments was 75 cm and the width at the crest was 60 cm. Examination of the data from these tests indicated that headcut erosion played an important role in the process of breach growth in the embankments made of cohesive soil mixtures. Flow shear erosion,fluidization of the headcut slope surface,undermining of the headcut due to impinging jet scour and discrete soil mechanical slope mass failure from the headcut were all observed during these tests. For the embankment constructed with pure sand,the breach erosion process was dominated by shear erosion,which led to a gradual and relatively uniform retreat of the downstream slope. The cohesive proportion in the sand-silt-clay mixtures strongly slowed down the erosion process. 展开更多
关键词 EMBANKMENTS breaching EXPERIMENTS headcut EROSION
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