Prediction of resilient modulus with consistency index for fine-grained soils-Reference-Cited by-同舟云学术

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Prediction of resilient modulus with consistency index for fine-grained soils

Published:2021-11 Issue: Volume:31 Page:100650
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Chu Xuanxuan^ORCID,Dawson Andrew^ORCID,Thom Nick

Funder

University of Nottingham

China Scholarship Council

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference52 articles.

1. Standard Specifications for Transportation Materials and Methods of Sampling and Testing;AASHTO,1986

2. Principles of pavement engineering;Thom,2008

3. Repeated loading of fine grained soils;Brown,1987

4. Suitability of using california bearing ratio test to predict resilient modulus;Sukumaran,2002

5. M. Zaman, N. Khoury, Effect of soil suction and moisture on resilient modulus of subgrade soils in Oklahoma, 2007.

Cited by 12 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. Permanent deformation characteristics of unsaturated subgrade soils under cyclic loading;Case Studies in Construction Materials;2024-07

2. Influence of fibres on the resilient modulus and expansion of clayey subgrade soils;International Journal of Pavement Engineering;2023-12-28

3. Compaction and bearing characteristics of untreated and treated lateritic soils with varying moisture content;Construction and Building Materials;2023-08

4. Importance of geotechnical soil properties for precision Forest activities in a karst area;Acta Ecologica Sinica;2023-08

5. Drainage effects on shear behaviour and stiffness of subgrade soils and pavement drainage implications;Construction and Building Materials;2023-07

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