Triaxial behavior of unreinforced and geogrid-reinforced calcareous gravelly sand: Experiment and discrete element modelling-Reference-Cited by-同舟云学术

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Triaxial behavior of unreinforced and geogrid-reinforced calcareous gravelly sand: Experiment and discrete element modelling

Published:2024-06 Issue: Volume:430 Page:136405
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Chen Jianfeng,Bao Ning,Ma Chao,Sun Rui

Funder

China Postdoctoral Science Foundation

China Scholarship Council

Ministry of Finance of the People's Republic of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Reference78 articles.

1. Coral-reef area and the contributions of reefs to processes and resources of the world’s oceans;Smith;Nature,1978

2. Engineering Characteristics of the Calcareous Sand in Nansha Islands;Wang;South China Sea, Eng. Geol.,2011

3. Effective parameters for the particle breakage of calcareous sands: an experimental study;Shahnazari;Eng. Geol.,2013

4. Engineering characteristics of coral reef and site assessment of hydraulic reclamation in the South China Sea, Constr;Wang;Build. Mater.,2021

5. Particle breakage during shearing of a carbonate sand;Coop;Géotechnique,2004

Cited by 1 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. Bearing Capacity and Reinforced Mechanisms of Horizontal–Vertical Geogrid in Foundations: PFC3D Study;Buildings;2024-05-25

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