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南水北调渠道工程焦作段弱膨胀土改良研究
作者姓名:任云峰  闫汝华
作者单位:河南省水利勘测设计研究有限公司,郑州,450016
摘    要:针对南水北调中线焦作2段渠道弱膨胀土能否作为堤身填料这一问题,通过控制初始含水率、干密度对重塑弱膨胀土进行了室内试验研究,研究表明:随着干密度的增加,土体的抗剪强度增大,压缩性降低,膨胀性增强,随着初始含水量的提高,土的抗剪强度减小,压缩性增大,膨胀率减小。讨论了非膨胀土包盖和掺入非膨胀土改良、水泥改性弱膨胀土胀缩性可行性。

关 键 词:重塑膨胀土  自由膨胀率  抗剪强度  改良方法

Research of for Weak Expansive Soil Improvement for South-to-North Water Diversion Project in Jiaozuo Section
Authors:REN Yun-feng  YAN Ru-hua
Affiliation:REN Yun-feng,YAN Ru-hua(Hennan Water & Power Consulting Engineering CO.,Ltd,Zhengzhou 450016,China)
Abstract:The indoor experiment for remodeling weak expansive soil has been carried out by controlling the initial water content and dry weight density aiming at making clear if the expansive soil in Jiaozuo can act as the filling materials paper.The research results indicate that with the increase of dry weight density,the shear resistant strength of soilmass increases,compressibility reduces and the expansion increases;Wiith the increase of initial water content,the shear resistant strenght decreases,the compressib...
Keywords:remodeling expansive soils  free expansion  shear strength  improved methods  
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