Effect of reinforcement layer on dynamic wetting behavior and accumulative deformation of granite residual soil subgrade

Author:

Huang XuanjiaORCID,Liu Weizheng,Zhang Hao,Tan Sui

Funder

Science and Technology Project of State Grid

Key Research and Development Program of Hunan Province of China

National Aerospace Science Foundation of China

Publisher

Elsevier BV

Reference44 articles.

1. Wetting deformation characteristics of high liquid limit red clay under low stress condition;Qiu;Rock Soil Mech.,2023

2. Contribution to the use of alternative material in heavy haul railway sub-ballast layer;Guimares;Transp. Geotech.,2021

3. Effects of pozzolana addition and geogrid reinforcement of lateritic clays in the sub-Saharan zone (West Cameroon): implications for road construction;Bille;Bull. Eng. Geol. Environ.,2022

4. Dynamic characteristics of overconsolidated remolded red clay in Southwest China: an experimental study;Cheng;Bull. Eng. Geol. Environ.,2022

5. Investigating particles migration caused by mud pumping in ballasted track subgrade under cyclic loading-wetting coupling;Han;Transp. Geotech.,2022

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