Modification of a Flexible Reinforcement Model for Root-Soil Complexes Based on the Growth Period

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成果类型：

期刊论文

作者：

Zeng Feng;Liu Sisi*;Wang Shuisheng;Huang Ying;Lu Yu

通讯作者：

Liu Sisi

作者机构：

[Zeng Feng; Liu Sisi; Huang Ying] School of Civil Engineering, Central South University of Forestry Science and Technology, Hunan, China

[Wang Shuisheng] China Construction Fourth Engineering Bureau Co., Guangzhou, China

[Lu Yu] Yunnan Tobacco Rebaking Limited Liability Company Shizong Rebaking Factory, Yunnan, China

通讯机构：

[Liu Sisi] S

School of Civil Engineering, Central South University of Forestry Science and Technology, Hunan, China

语种：

英文

关键词：

Root mass density (RMD);Flexible reinforcement model;Root-soil composite;Shear strength;Vetiver

期刊：

Indian Geotechnical Journal

ISSN：

0971-9555

年：

2025

卷：

期：

页码：

1863-1872

DOI：

10.1007/s40098-024-01059-5

基金类别：

National Outstanding Youth Science Fund Project of National Natural Science Foundation of China, 51608545, shuisheng wang.

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：

Vetiver root-soil complexes were utilized, and direct shear tests as well as root weight density (RMD) measurement experiments were conducted on these complexes at the different depths h and growth periods (t), ranging from 1 to 16 months. RMD, different over growth periods and depths, was analyzed for its impact on the shear strength increments. The experimental results demonstrated that the variation rules of the shear strength increments and RMD with respect to the growth periods (t) were essentially identical. With RMD at its core, a meticu...

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Modification of a Flexible Reinforcement Model for Root-Soil Complexes Based on the Growth Period

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