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作 者:熊光城 谢晓靓 陈鹏 马瑞雪 万艳雷 冯晶红 颜丹 唐强 刘裕如 XIONG Guang-cheng;XIE Xiao-liang;CHEN Peng(Yangtze River Survey,Planning,Design and Research Co.,Ltd.,Wuhan,Hubei 430010;School of Civil Engineering,Architecture and Environment,Wuhan,Hubei 430068;CCCC Second Highway Survey,Design and Research Institute Co.,Ltd.,Wuhan,Hubei 430058)
机构地区:[1]长江勘测规划设计研究有限责任公司,湖北武汉430010 [2]湖北工业大学土木建筑与环境学院,湖北武汉430068 [3]中交第二公路勘查设计研究院有限公司,湖北武汉430058
出 处:《安徽农业科学》2022年第4期199-200,208,共3页Journal of Anhui Agricultural Sciences
基 金:水利部珠江河口动力及伴生过程调控重点实验研究基金项目:(〔2017〕KJ08)。
摘 要:为了定量化分析扦插措施根系对边坡稳定性的贡献,采用固结不排水三轴剪切试验研究不含根土体及根-土复合体的抗剪强度,并使用数显土壤紧实度仪对边坡的紧实度进行测量,分析新生根系对边坡紧实度的影响。结果表明:加根土的强度和抗变形能力增强。扦插措施新生根系能有效提高土体的黏聚力,其对内摩擦角的影响不明显,而对边坡土壤紧实度的改善作用显著。In order to make a quantitative analysis of the contribution of root system by cutting measures on the slope stability,consolidated and undrained triaxial compression test was conducted to study the shear strength of soil without roots and root-soil complex.The compactness of the slope was measured by using digital soil compactness meter.And the influences of new root system on the compactness of slope were analyzed.The results showed that the strength and deformation resistance of soil with roots were enhanced.New root system by cutting measures could effectively improve the cohesion of soil,and had no obvious influence on the internal friction angle.New root system by cutting measures had a significant improvement effect on the soil compactness of slope.
分 类 号:S181[农业科学—农业基础科学]
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