The effect of weathering on the engineering properties of laboratory compacted unbound granular materials (UGMs)-Reference-Cited by-同舟云学术

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The effect of weathering on the engineering properties of laboratory compacted unbound granular materials (UGMs)

Published:2021-03 Issue: Volume:276 Page:122242
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Sangsefidi Ebrahim,Larkin Tam Joseph,Wilson Doug James

Funder

Ministry of Business, Innovation and Employment

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Recycled unbound materials;Edil,2012

2. The effects of recycled clay brick content on the engineering properties, weathering durability, and resilient modulus of recycled concrete aggregate;Diagne;Transp. Geotech.,2015

3. Laboratory and field evaluation of base stabilization using cement kiln dust;Si;Transp. Res. Rec.,2007

4. Durability of stabilized base courses subjected to wet–dry cycles;Khoury;Int. J. Pavement Eng.,2007

5. The role of water in unbound granular pavement layers: a review;Sangsefidi;Trans. Infrastruct. Geotech.,2019

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Investigating the Mechanical Behaviour of Unbound Granular Material (UGM) for Road Pavement Construction Applications: A Western Victoria Case Study;International Journal of Geosynthetics and Ground Engineering;2024-04

2. Plastic Deformation Characteristics and Calculation Models of Unbound Granular Materials under Repeated Load and Water Infiltration;Sustainability;2023-10-06

3. Evaluation on deformation behavior of subgrade clay under freeze-thaw cycles: Laboratory tests and evolution model;Journal of Central South University;2023-05

4. Utilization possibilities of steel slag as backfill material in coastal structures;Scientific Reports;2023-03-15

5. Evaluation on Deformation Behavior of Granular Base Material during Repeated Load Triaxial Testing by Discrete-Element Method;International Journal of Geomechanics;2022-11

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