里程表试验的数值模拟

Hana Agraine, M. Bouali
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引用次数: 0

摘要

水尺测试是一种在土木工程中广泛应用的测试方法。本文的主要目的是通过比较PlAXIS2D中有限元分析计算结果与伊拉克东部Al-Ahdab油田现场土样的实验结果,研究完整土样的初级固结行为。采用三种不同的材料模型进行有限元分析,比较了改进的本构软土材料模型与改进的Cam Clay和Mohr-Coulomb材料模型的性能。Oedomter试验的数值结果表明,软土模型行为是最适合描述观测行为的模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Modelling of Oedometer Test
The oedometric test is a test widely used in civil engineering. The main objective of this article has been to investigate the primary consolidation behaviour of the intact soil samples by comparing the results obtained from finite element analysis computations in PlAXIS2D with the experimental result of the soil samples obtained from the site of the Al-Ahdab oil field in the east of Iraq. Three different material models were utilized during the finite element analysis, comparing the performance of the more advanced constitutive Soft Soil material model against the modified Cam Clay and Mohr-Coulomb material models. Numerical results of Oedomter test show that the Soft Soil model behaviour is the most appropriate model to describe the observed behaviour.
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