检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:刘俊 LIU Jun(College of Civil Engineering,Central South University of Forestry and Technology,Changsha 410004,China)
机构地区:[1]中南林业科技大学土木工程学院,湖南长沙410004
出 处:《人民珠江》2020年第4期140-145,共6页Pearl River
摘 要:植物根系复杂的生长和形态分布,直接影响植物边坡土体的稳定性。以香根草根系为研究对象,理论推导出考虑植物根系分布角度对边坡安全系数的计算公式,并通过三轴试验验证了其可靠性。试验结果表明:①带根土体与素土相比较,抗剪强度有相应的提高,且根系倾角为156°时提高相对较明显;②不同的根系倾角θ带根土体较素土的c、φ值都有一定的增大,其中黏聚力较内摩擦角增大更为显著,且当θ为156°时增大效果相对较好。The effects of plant root system on the stability of slope depend on its complex growth and morphological distribution.Taking vetiver root system as the research object,this paper derives a formula for calculating the safety factor of the slope considering the distribution angle of plant root system theoretically,and verifies its reliability by triaxial test.The results show that:①Compared with the plain soil,the shear strength of root-reinforced soil increases correspondingly,and the increase is more obvious when the inclination of the root system is 156°;②For root system with different inclination,the values of c andφof root-reinforced soil also increase compared with the plain soil,but the increase of cohesive force is more obvious than that of internal friction angle,with better increase effect under 156°inclination.
分 类 号:U417.12[交通运输工程—道路与铁道工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.222