Large-Scale Triaxial Test on Mechanical Behavior of Coral Sand Gravel Layered Samples

• Published in: Journal of marine science and engineering 2024-10, Vol.12 (10), p.1784
• Main Authors: Tang, Xinyue, Xin, Dongfeng, Lei, Xuewen, Yao, Ting, Meng, Qingshan, Liu, Qingbing
• Format: Article
• Language: English
• Subjects: Anisotropy; Bearing capacity; Cohesion; Compression; Compression tests; Compressive strength; Confining; Coral reefs; Coral reefs and islands; coral sand and gravel layered soil; Deformation; Deformation effects; failure mode; Failure modes; Friction; Gravel; Hydraulics; large-scale triaxial test; Load tests; Mechanical properties; Morphology; Particle size; Physical properties; Quartz; Sand; Sand & gravel; Sand, gravel and stone industry; Shear strength; Soil investigations; Soil layers; Soil mechanics; Soil properties; Soil strength; Soil stresses; Soil structure; Soil testing; step loading; Strain; Strain hardening; Strength; Stress; Stress-strain relationships; Triaxial compression tests; Triaxial tests
• ISSN: 2077-1312; 2077-1312
• DOI: 10.3390/jmse12101784

Layered structures comprising coral sand and gravel have been observed in hydraulic filled foundations in the coral reefs in the South China Sea, leading to anisotropy in their physical and mechanical properties. However, the effect of a layered structure on the strength and deformation of the coral soil foundation remains unclear. In this study, a series of large-scale triaxial compression tests and step-loading tests were carried out on four types of samples, i.e., clean coral sand, clean coral gravel, sand-over-gravel layered sample, and gravel-over-sand layered sample, to investigate the impact of confining pressure and the layered structure on the strength and failure modes of these soils. The results indicate that the stress–strain relationships of all samples predominantly exhibit strain hardening under drained conditions. Under identical confining pressures, the peak strength of clean coral sand is the lowest, while that of coral gravel is the highest. The peak strengths of the two layered samples fall between these extremes, with the gravel-over-sand layered sample exhibiting higher strength. All four samples have similar peak friction angles, slightly exceeding 40°. The difference in peak strength among the four types of samples is attributed to the variations in cohesion, with the cohesion of clean coral gravel being up to four times that of clean sand, and the cohesion of layered samples falling between these two. Both clean sand and clean gravel samples exhibit a bulging phenomenon in the middle, while the layered samples primarily exhibit bulging near the coral gravel layer. In the step-loading tests, the bearing capacity of the layered samples falls between those of clean coral sand and coral gravel, with the gravel-over-sand layered samples demonstrating higher strength. Moreover, the p-s curve of the gravel-over-sand layered samples obtained from the large-scale triaxial apparatus under a confining pressure of 400 kPa resembles that from the plate load tests on the same samples.