Effect of particle shape on shear behaviour of aggregate-geogrid interface under different aperture ratios-Reference-Cited by-同舟云学术

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Effect of particle shape on shear behaviour of aggregate-geogrid interface under different aperture ratios

Published:2021-08-05 Issue: Volume: Page:1-11
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Liu F. Y.¹,Zheng Q. T.¹^ORCID,Wang J.²,Fu H. T.³,Gao Z. Y.³,Ni J. F.³

Affiliation:

1. Department of Civil Engineering, Shanghai University, Shanghai, People’s Republic of China

2. College of Architecture and Civil Engineering, Wenzhou University, Wenzhou, People’s Republic of China

3. Department of Civil Engineering and Architecture, Saga University, Saga, Japan

Funder

National Key R&D Program of China

National Natural Science Foundation of China

National Nature Science Foundation Projects of Zhejiang Province

Key Research and Development Program of Zhejiang Province

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2020.1843035

Reference37 articles.

1. Effect of Soil Moisture Content and Dry Density on Cohesive Soil–Geosynthetic Interactions Using Large Direct Shear Tests

2. Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces

3. Interface Behavior of Woven Geotextile with Rounded and Angular Particle Sand

4. Evaluation of Interface Shear Strength Properties of Geogrid-Reinforced Construction and Demolition Materials Using a Modified Large-Scale Direct Shear Testing Apparatus

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1. Investigating the influence of excitation force on compaction behavior of gravel in granular blends through DEM simulation;IOP Conference Series: Earth and Environmental Science;2024-05-01

2. Test and prediction for the shear behavior of the sand–irregular concrete interface under constant and dynamic normal loading;Soil Dynamics and Earthquake Engineering;2024-05

3. Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load;Acta Geotechnica;2024-04-04

4. Microscale analysis of geogrid–aggregate interface cyclic shear behavior using DEM;Computers and Geotechnics;2024-02

5. Triaxial Test of Coarse-Grained Soils Reinforced with One Layer of Geogrid;Applied Sciences;2023-11-18

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