钙质砂硅藻混合物的压缩和临界状态行为

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yang Xiao, Haoran Yang, Shuang Liu, Qingyun Fang, Hao Cui, Hanlong Liu
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引用次数: 0

摘要

珊瑚礁沉积物中天然存在石灰质砂-硅藻混合物,硅藻可能会影响混合物的力学行为。我们进行了一系列各向同性压缩和三轴排水剪切试验,研究硅藻对混合物压缩和临界状态行为的影响。我们发现硅藻土和有效约束压力会显著影响压缩指数、膨胀指数、体积压缩系数、压缩模量、秒模量、峰值状态偏差应力、峰值状态轴向应变和峰值状态摩擦角。此外,临界状态摩擦角与硅藻含量无关,而压缩平面上的临界状态线(CSL)受硅藻含量的影响很大。考虑到硅藻含量的影响,我们提出了压缩模量和 CSL 的修正方程,这两个方程可以合理地预测混合物的压缩变形和临界状态行为。这项研究为理解钙质砂-硅藻混合物的临界状态行为提供了实验依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Compression and critical-state behaviors of calcareous sand–diatom mixtures

Compression and critical-state behaviors of calcareous sand–diatom mixtures

Calcareous sand–diatom mixtures are found naturally in the coral reef sediments, where the diatom potentially affects the mechanical behaviors of the mixtures. We performed a series of isotropic compression and triaxial drained shear tests to investigate the effect of diatom on the compression and critical-state behaviors of the mixtures. We found that the diatom and effective confining pressure can considerably affect the compression index, swelling index, coefficient of volume compressibility, compression modulus, secant modulus, peak-state deviatoric stress, peak-state axial strain, and peak-state frictional angle. In addition, the critical-state friction angle is independent of the diatom content, while the critical-state line (CSL) in the compression plane is affected significantly by the diatom content. We proposed modified equations for compression modulus and CSL considering the influence of diatom content, and the two equations could reasonably predict the compression deformation and critical-state behaviors of the mixtures. This study provides experimental basis for understanding critical-state behavior for the calcareous sand–diatom mixtures.

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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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