Particle size effect on the mechanical behavior of coral sand – geogrid interfaces

土工格栅 土工合成材料 岩土工程 珊瑚 粒径 地质学 环境科学 材料科学 复合材料 钢筋 海洋学 古生物学
作者
Zhiming Chao,Jiaxin Zhou,Danda Shi,Jinhai Zheng
出处
期刊:Geosynthetics International [Thomas Telford Ltd.]
卷期号:32 (6): 774-790 被引量:18
标识
DOI:10.1680/jgein.24.00143
摘要

Particle size distribution (PSD) of coral sand is a critical factor that influences the mechanical properties at the coral sand-geogrid (CS-GG) interface, affected by both particle breakage and various temperatures. However, relevant research is currently scarce. This study conducts a series of large-scale interface shear tests on coral sand with three PSD ranges (0.25 ∼ 1 mm, 1 ∼ 2 mm, and 2 ∼ 4 mm) at varying temperatures (5°C ∼ 80°C). Experimental results demonstrate that the IB value at the CS-GG interface ascends and then descends with the increase of PSD from 20°C to 40°C. The IB value at the interface descends and then ascends with the increase of PSD from 60°C to 80°C. The PSD curves at the interface indicate that the particle breakage degree of coral sand increases with rising temperature (5°C ∼ 40°C). The larger PSD of coral sand, the smaller fractal dimensions (D) of the interface. A mathematical formulation of the relationship between the relative breakage rate (Br) and the D value at interfaces is presented, which considers temperature effects. The relationship between the total input energy (E) and the Br value has been expressed by empirical formulations with different PSD ranges, where the fitting curve for 2 ∼ 4 mm coral sand exhibits a hyperbolic pattern.
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