考虑砂粒破碎效应的球形空腔膨胀分析及其在 CPT 试验中的应用

IF 2.2 4区工程技术 Q2 ENGINEERING, CIVIL

European Journal of Environmental and Civil Engineering Pub Date : 2024-03-08 DOI:10.1080/19648189.2024.2314101

Changhong Wang, Daofei Tang, Kun Wang, Tianhu Li, Baolin Hu

引用次数: 0

摘要

砂中的颗粒破碎会严重影响球形空腔膨胀理论的应力和变形预测。然而，现有的理论往往忽视或缺乏定量分析。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Analytical analysis of spherical cavity expansion considering particle breakage effect of sand and its application for CPT tests

Particle breakage in sand significantly influences the stress and deformation predictions of the spherical cavity expansion theories. However, existing theories often overlook or lack a quantitativ...

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来源期刊

European Journal of Environmental and Civil Engineering ENGINEERING, CIVIL-ENGINEERING, GEOLOGICAL

CiteScore

4.80

自引率

4.80%

发文量

153

审稿时长

6 months

期刊介绍： The European Research Area has now become a reality. The prime objective of the EJECE is to fully document advances in International scientific and technical research in the fields of sustainable construction and soil engineering. In particular regard to the latter, the environmental preservation of natural media (soils and rocks) and the mitigation of soil-related risks are now not only major societal challenges, but they are also the source of scientific and technical developments that could be extremely beneficial.