根据现场测试数据确定土壤构成模型的参数

IF 0.8 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL
G. A. Iovlev, A. G. Protosenya, N. E. Petrov
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引用次数: 0

摘要

实验室土壤测试是用于设置非线性结构模型参数的主要方法。然而,样本质量可能太差,无法正确反映真实土体的力学行为。根据现场测试数据对模型输入参数进行额外校准,可以更准确地近似反映土壤行为。本研究提出了自动校准非线性土壤构成模型输入参数的方法。所研究实例的应力-应变曲线计算结果与实际应力-应变曲线高度趋同,证明了该方法的正确性和有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Determination of Parameters of Soil Constitutive Models Based on Field Test Data

Laboratory soil testing is the main method used to set the parameters of nonlinear constitutive models. However, the sample quality may be too poor to reflect the mechanical behavior of the real soil massif correctly. Additional calibration of the model input parameters based on field test data leads to a more accurate approximation of soil behavior. In this study, methods for automated calibration of input parameters of nonlinear constitutive soil models are proposed. The calculated stress-strain curve for the examined examples showed high convergence with the real one, which proves the correctness and effectiveness of the methodology.

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来源期刊
CiteScore
1.50
自引率
12.50%
发文量
65
审稿时长
6 months
期刊介绍: Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
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