Mechanical Properties of Fiber-Reinforced Soil under Triaxial Compression and Parameter Determination Based on the Duncan-Chang Model

To study the mechanical properties of Y-shaped polypropylene fiber-reinforced subgrade fill, the strength characteristics of fiber-reinforced soil with different fiber contents, fiber lengths, and confining pressures were investigated through triaxial compression tests. The test results showed that...

Full description

Bibliographic Details

Published in:	Applied Sciences
Main Authors:	Yingying Zhao, Xianzhang Ling, Weigong Gong, Peng Li, Guoyu Li, Lina Wang
Format:	Article
Language:	English
Published:	MDPI AG 2020-12-01
Subjects:	fiber-reinforced soil triaxial compression test strength characteristics Duncan-Chang model model parameters
Online Access:	https://www.mdpi.com/2076-3417/10/24/9043