版权说明 操作指南
首页 > 成果 > 成果详情

Analysis of Flexible Friction Reinforcement Model of Root–Soil Complex Based on Root Weight Density

认领
导出
Link by DOI
反馈
分享
QQ微信 微博
成果类型:
期刊论文
作者:
Wang Shuisheng;Liu Sisi*;Li Mouming;Yu Yi
通讯作者:
Liu Sisi
作者机构:
[Wang Shuisheng; Liu Sisi] School of Civil Engineering, Central South University of Forestry and Technology, Changsha, China
[Li Mouming] China Nonferrous Metals Changsha Survey, Design and Research Institute Limited, Changsha, China
[Yu Yi] Shantou Construction Engineering Quality and Safety Center, Shantou, China
通讯机构:
[Liu Sisi] S
School of Civil Engineering, Central South University of Forestry and Technology, Changsha, China
语种:
英文
关键词:
Root–soil composite;Flexible stiffened model;Root weight density RMD;Vetiver
期刊:
Indian Geotechnical Journal
ISSN:
0971-9555
年:
2024
页码:
1-10
基金类别:
National Natural Science Foundation of China (51608545).
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
Root mass density (RMD) is introduced as the core parameter in the flexible friction-stiffened model of the root–soil complex to build the improved model so that the parameter values have better operability. First, "RMD/k" was used to replace the original model parameter "A/n," and the improved flexible friction stiffened model with RMD as the core was derived in the flexible state. Then, the root distribution test, single-root tensile test, and shear test of the root–soil composite were carried out to investigate the root distribution patter...

反馈

验证码:
看不清楚,换一个
确定
取消

成果认领

标题:
用户 作者 通讯作者
请选择
请选择
确定
取消

提示

该栏目需要登录且有访问权限才可以访问

如果您有访问权限,请直接 登录访问

如果您没有访问权限,请联系管理员申请开通

管理员联系邮箱:yun@hnwdkj.com