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UH模型超固结状态演化分析及离心模型试验验证

姚仰平 张奎 王祖乐 朱斌

岩土工程学报2024,Vol.46Issue(6):1127-1135,9.
岩土工程学报2024,Vol.46Issue(6):1127-1135,9.DOI:10.11779/CJGE20230094

UH模型超固结状态演化分析及离心模型试验验证

Evolution analysis of over-consolidated state with UH model and verification of hypergravity centrifuge experiments

姚仰平 1张奎 1王祖乐 2朱斌2

作者信息

  • 1. 北京航空航天大学交通科学与工程学院,北京 102206
  • 2. 浙江大学超重力研究中心,浙江 杭州 310058
  • 折叠

摘要

Abstract

Development of a proper constitutive model is the key to solving the strength and deformation problem in soil mechanics.It is revealed that the conventional Cam-clay model would exhibit unrealistically high strength on the supercritical side and sudden changes in stress-strain relations,and it is incapable of extending the stress tensor to three dimensions at the over-consolidated state.The coupling evolution mechanism in the over-consolidated state is introduced in a state-of-the-art UH constitutive model and the unification of calculation formulas in the over-consolidated and normal-consolidated states based on the elastoplastic theory.Through comparisons with the triaxial compression test results,it is verified that the UH model can satisfactorily describe the stress-strain relations of the over-consolidated soil.The validations against supergravity tests on the vertical behaviour of a circular plate,in terms of the load-deformation curve and lateral pressure coefficient distribution of the soil,demonstrate the significant advantage of the UH model over the Cam-clay model.The essence is that the stress-strain relations of the soil element can be described in a more scientific and rational manner in the UH model.It is well proved that the UH model significantly improves the accuracy and practicability in assessing the strength and deformation problems of the over-consolidated soil,thus capturing important theoretical value and practical significance in solving complex geotechnical engineering problems.

关键词

超固结状态演化/UH模型/剑桥模型/离心模型试验/数值模拟/地基荷载变形曲线

Key words

evolution of over-consolidated state/UH model/cam-clay model/hypergravity centrifuge experiment/numerical simulation/load-deformation curve for foundation soil

分类

建筑与水利

引用本文复制引用

姚仰平,张奎,王祖乐,朱斌..UH模型超固结状态演化分析及离心模型试验验证[J].岩土工程学报,2024,46(6):1127-1135,9.

基金项目

国家重点研发计划(2018YFE0207100) (2018YFE0207100)

国家自然科学基金项目(51979001,52238007) (51979001,52238007)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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