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黄土的湿载结构性本构关系试验研究

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为了验证所提出的黄土的湿载结构性本构关系,以及增湿和加载条件下黄土的结构性损伤演化规律,通过室内试验和数值模拟试验等方法研究了黄土的结构性力学特性及黄土的湿载结构性本构关系合理性.研究结果表明:黄土的湿载结构性本构关系在描述饱和重塑黄土的力学特性方面与修正剑桥模型具有很好的一致性,模型能够模拟具有不同含水率的重塑黄土宏观力学反应,更重要的是该模型在模拟天然结构性黄土的力学特性方面,相较于剑桥模型及修正剑桥模型而言,具有明显的优势,能对所试验的天然结构性黄土的宏观力学特性给出准确的描述.通过黄土常规三轴试验结果和模型数值模拟结果的对比分析,验证了黄土的湿载结构性本构模型的合理性和准确性.
The Experimental Validation for Structural Constitutive Relationship of Loess with Wet Loading
In order to verify the rationality of the proposed structural constitutive relation of loess under wet load and the structural damage evolution law of loess under wetting and loading conditions,the structural mechanical properties of loess and the rationality of the structural constitutive relation of loess under wet load were verified by experimental research and numerical simulation.The results show that the structural constitutive relation of loess under wet load is in good agreement with the modified Cam-clay model in describing the mechanical properties of saturated remolded loess.The model can simulate the macroscopic mechanical response of remolded loess with different water contents.More importantly,the model has obvious advantages in simulating the mechanical properties of natural structural loess compared with Cam-clay model and modified Cam-clay model,and can accurately describe the macroscopic mechanical properties of natural structural loess tested.Through the comparative analysis of the measured results of the conventional triaxial test laboratory and the numerical simulation results of the model,the rationality and accuracy of the structural constitutive model of loess under wet load are verified.

LoessStructuralStructural Constitutive Model with Wet LoadingExperimental Validation

罗爱忠、方娟、陈昌禄、胡彪

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贵州工程应用技术学院土木建筑工程学院,贵州 毕节 551700

黄土 结构性 湿载结构性本构模型 试验验证

贵州省自然科学基金项目贵州省高层次创新人才项目毕节市科学基金项目

黔科合基础-ZK[2024]一般600毕科人才合字20217号毕科联合202330号

2024

贵州工程应用技术学院学报
毕节学院

贵州工程应用技术学院学报

影响因子:0.175
ISSN:2096-0239
年,卷(期):2024.42(3)
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