Water retention curves of a deformable lean clay under various stress ratios: Emphasizing the pore shape effects

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Qing-yi Mu , Tian-qi Song , Chao Zhou , Jian-bing Peng
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Abstract

Existing studies on water retention curves (WRCs) of unsaturated soils focus on pore size effects, while knowledge regarding pore shape effects remains limited. This study aims to investigate effects of pore shape on WRCs of a deformable lean clay under various stress ratios. Pressure plate tests were carried out on the specimens prepared by isotropic and one-dimensional compressions (i.e., ISO and 1D). The pore size and pore shape of tested specimens were quantified by microstructure analysis. Results show that stress ratio has a significant impact on WRC, particular for air entry value (AEV). The average AEV of 1D specimen is 15.8% larger than that of ISO specimen, mainly because the pore shape of the former is 9.2% more elongated than that of the latter. Moreover, the difference in AEV between 1D and ISO specimens exhibits a parabolic pattern in relation to void ratio, aligning with the changes in pore shape factor (pore width-to-length ratio). Based on test results, a new WRC model is developed for deformable soils under various stress ratios. Different from previous models, the new model incorporates the evolution of pore shape with respect to void ratio and stress ratio. Six parameters are included in the new model, of which three are the same as those in Gallipoli’s model, while the other three consider pore shape effects under various stress ratios and void ratios. The measured WRCs from this study and the literature were used to validate the new model, demonstrating its good predictive capability.
不同应力比下变形贫黏土的保水性曲线:强调孔隙形状的影响
现有的非饱和土保水曲线研究主要集中在孔隙尺寸效应上,而对孔隙形状效应的研究还很有限。研究了不同应力比下孔隙形态对变形贫黏土WRCs的影响。对各向同性压缩和一维压缩(即ISO和1D)制备的试件进行了压板试验。通过微观结构分析对试样的孔隙大小和孔隙形态进行了定量分析。结果表明,应力比对WRC有显著影响,尤其是对进风值(AEV)的影响。1D试样的平均AEV比ISO试样大15.8%,主要是由于1D试样的孔隙形态比ISO试样拉长了9.2%。此外,一维和ISO试样的AEV差异与孔隙比呈抛物线型关系,与孔隙形状因子(孔隙宽长比)的变化一致。根据试验结果,建立了不同应力比下变形土的WRC模型。与以往的模型不同,新模型考虑了孔隙比和应力比对孔隙形态演化的影响。新模型包含6个参数,其中3个参数与Gallipoli模型相同,另外3个参数考虑了不同应力比和孔隙比下孔隙形状的影响。利用本研究的实测wrc和文献对新模型进行了验证,证明了该模型具有良好的预测能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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