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膨胀土边坡防护方案比选研究 被引量:10
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作者 袁俊平 韩春雷 +2 位作者 丁巍 王强林 丁国权 《水利水电科技进展》 CSCD 北大核心 2017年第1期68-72,共5页
针对膨胀土边坡的防护问题,对土工膜、砂垫层、表砂层和水泥改性土4种防护方案进行室内模型试验,在膨胀土模型边坡干湿循环工况下,对比每种方案下模型边坡的膨胀变形、裂隙开展和含水率变化情况,讨论了各方案的防护效果及工程应用问题... 针对膨胀土边坡的防护问题,对土工膜、砂垫层、表砂层和水泥改性土4种防护方案进行室内模型试验,在膨胀土模型边坡干湿循环工况下,对比每种方案下模型边坡的膨胀变形、裂隙开展和含水率变化情况,讨论了各方案的防护效果及工程应用问题。结果表明:4种防护方案中,水泥改性土方案的防护效果最优;采用土工膜方案时应注意土工膜间的搭接处理;采用砂垫层方案时应根据气候条件确定合理的砂垫层厚度;表砂层方案不宜单独使用,可作为辅助措施;采用水泥改性土方案时,在保证防护层厚度的基础上应注意控制其压实度并做好养护工作。 展开更多
关键词 膨胀土边坡 土工膜 砂垫层 表砂层 水泥改性土
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Effects of surface roughness of substrate on properties of Ti/TiN/Zr/ZrN multilayer coatings 被引量:6
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作者 林松盛 周克崧 +6 位作者 代明江 胡芳 石倩 侯惠君 韦春贝 李福球 佟鑫 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2015年第2期451-456,共6页
Ti/TiN/Zr/ZrN multilayer coatings were deposited on Cr_17Ni_2 steel substrates with different surface roughnesses by vacuum cathodic arc deposition method. Microstructure, micro-hardness, adhesion strength and cross-s... Ti/TiN/Zr/ZrN multilayer coatings were deposited on Cr_17Ni_2 steel substrates with different surface roughnesses by vacuum cathodic arc deposition method. Microstructure, micro-hardness, adhesion strength and cross-sectional morphology of the obtained multilayer coatings were investigated. The results show that the Vickers hardness of Ti/TiN/Zr/ZrN multilayer coating, with a film thickness of 11.37 μm, is 29.36 GPa. The erosion and salt spray resistance performance of Cr_17Ni_2 steel substrates can be evidently improved by Ti/TiN/Zr/ZrN multilayer coating. The surface roughness of Cr_17Ni_2 steel substrates plays an important role in determining the mechanical and erosion performances of Ti/TiN/Zr/ZrN multilayer coatings. Overall, a low value of the surface roughness of substrates corresponds to an improved performance of erosion and salt spray resistance of multilayer coatings. The optimized performance of Ti/TiN/Zr/ZrN multilayer coatings can be achieved provided that the surface roughness of Cr_17Ni_2 steel substrates is lower than 0.4μm. 展开更多
关键词 Ti/TiN/Zr/ZrN multilayer coatings surface roughness sand erosion resistance corrosion resistance vacuum cathodicarc deposition TIN ZRN
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Surface settlement caused by twin-parallel shield tunnelling in sandy cobble strata 被引量:26
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作者 Chuan HE Kun FENG +1 位作者 Yong FANG Ying-chao JIANG 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2012年第11期858-869,共12页
City metro tunnels are usually constructed as twin-parallel tunnels and their adjacent construction may lead to surface deformation,affecting the surface environment and the safety of the tunnels.Due to its strong dis... City metro tunnels are usually constructed as twin-parallel tunnels and their adjacent construction may lead to surface deformation,affecting the surface environment and the safety of the tunnels.Due to its strong dispersion,sandy cobble strata can be easily disturbed by shield tunneling.Based on the project of the Chengdu Metro Line 1,field and model tests were carried out to study the surface settlement caused by shield tunneling in sandy cobble strata by measuring surface settlement curves,ground loss ratios and construction influence zones.The discrete element method(DEM) was used to study the factors affecting the formation of ground arches in sandy cobble strata at the microscopic level.Results show that the shape of the surface settlement curve in sandy cobble strata is different from that in soft soil.The buried depth and clear spacing of the two tunnels had a significant impact on the formation of ground arches. 展开更多
关键词 Twin-parallel shield tunneling Surface settlement Ground loss Field test Discrete element method(DEM) Model test
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