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 Soil Mechanics and Foundation Engineering Pub Date : 2024-02-14 DOI:10.1007/s11204-024-09925-3
G. A. Iovlev, A. G. Protosenya, N. E. Petrov
{"title":"根据现场测试数据确定土壤构成模型的参数","authors":"G. A. Iovlev, A. G. Protosenya, N. E. Petrov","doi":"10.1007/s11204-024-09925-3","DOIUrl":null,"url":null,"abstract":"<p>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.</p>","PeriodicalId":21918,"journal":{"name":"Soil Mechanics and Foundation Engineering","volume":null,"pages":null},"PeriodicalIF":0.8000,"publicationDate":"2024-02-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Determination of Parameters of Soil Constitutive Models Based on Field Test Data\",\"authors\":\"G. A. Iovlev, A. G. Protosenya, N. E. Petrov\",\"doi\":\"10.1007/s11204-024-09925-3\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>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.</p>\",\"PeriodicalId\":21918,\"journal\":{\"name\":\"Soil Mechanics and Foundation Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.8000,\"publicationDate\":\"2024-02-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Soil Mechanics and Foundation Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s11204-024-09925-3\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Mechanics and Foundation Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s11204-024-09925-3","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
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。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
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.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
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.
期刊最新文献
Strength Degradation of Fractured Sandstone After Thawing of an Inclined Shaft Produced by Artificial Freezing Numerical Analysis of Pullout Bearing Capacity of End-Bearing Torpedo Anchors A Method for Calculating the Amount of Unfrozen Water in Frozen Saline Soils The Effect of Temperature Pathways on Unfrozen Water and Thermal Parameters of Frozen Soils Permeability Characteristics of Sedimentary Fine Tailings Including the Degree of Compaction
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1