首页|期刊导航|路基工程|武汉至安康铁路襄胡段路基石灰改良膨胀土填料试验研究

武汉至安康铁路襄胡段路基石灰改良膨胀土填料试验研究OA

Experimental Study on Subgrade Filling of Lime Stabilized Expansive Soil in Xiangfan-Hujiaying Section of Wuhan-Ankang Railway

中文摘要英文摘要

通过大量的土工试验和理论分析,研究襄胡段石灰改良膨胀土的击实特性、胀缩特性和强度特性及其影响因素。论证了石灰改良膨胀土作为铁路路基填料的可行性:在膨胀土中掺入一定量的石灰,能降低膨胀土的亲水能力和膨胀性,提高膨胀土的水稳定性;石灰改良膨胀土对水的敏感性较弱,其强度随龄期的增加和压实系数的增大而增强。

Through a large number of geotechnical tests and theoretical analysis,the compaction characteristics,expansion characteristics and strength properties of lime stabilized expansive soil in Xiangfan-Hujiaying Section and their influence factors were analyzed.It is demonstrated the feasibility of lime stabilized expansive soil as the railway subgrade filling.A certain amount of cement can reduce the hydrophilic ability and expandability of expansive soil …查看全部>>

陶福金

中铁七局集团有限公司,郑州450016

交通工程

路基填料膨胀土石灰改良强度指标

subgrade fillingexpansive soillime improvementstrength index

《路基工程》 2011 (5)

115-117,3

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