Comprehensive Laboratory Evaluations and a Proposed Mix Design Procedure for Cement-Stabilized Cohesive and Granular Soils

Comprehensive Laboratory Evaluations and a Proposed Mix Design Procedure for Cement-Stabilized Cohesive and Granular Soils

Embankment subgrade soils classifying as A-4 to A-7-6 according to the AASHTO Soil Classification System can exhibit low bearing strength, high volumetric instability, and freeze-thaw susceptibility. These characteristics of soil are frequently identified as main factors leading to accelerated damag...

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Bibliographic Details
Main Authors: Yi Yang, Shengting Li, Cheng Li, Lijian Wu, Lvzhen Yang, Ping Zhang, Tuo Huang
Format: Article
Language:English
Published: Frontiers Media S.A. 2020-07-01
Series:Frontiers in Materials
Subjects:
soil stabilization
cement stabilization
unconfined compressive strength
fines content
Atterberg limits
AASHTO group index
Online Access:https://www.frontiersin.org/article/10.3389/fmats.2020.00239/full

Internet

https://www.frontiersin.org/article/10.3389/fmats.2020.00239/full

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