纤维含量对泥炭土工性能的影响

IF 0.7 Q4 MECHANICS
I. Chmielewska
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引用次数: 0

摘要

摘要本研究的目的是确定泥炭的岩土特性,并将其与纤维含量联系起来。本研究中测试的泥炭土是从华沙东北250公里的波兰东北部泥炭地采集的。泥炭样品取自地表以下八个不同深度,面积约2500平方米。该研究方案包括泥炭物理性质的实验室测试和在固结计中进行的压缩性测试。测试是根据当前的国际和欧洲标准使用专门的研究设备进行的。根据分解程度,泥炭分为纤维状(纤维含量超过66%)、半纤维状(纤维素含量从33%到66%)和边角料状(植物纤维含量低于33%)。研究了泥炭的体积密度和颗粒密度、天然含水量、有机质含量、初始孔隙比和分解程度等物理性质。在固结试验的基础上,确定了约束模量、压缩指数和二次压缩指数。得出的结论是,与半泥炭和腐泥炭相比,纤维泥炭的特点是体积和颗粒密度最低,水分和有机物含量最高,孔隙比和压缩性最高。泥炭的特性与文献中的结果有关。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of fibre content on the geotechnical properties of peat
Abstract The purpose of the study was to determine the geotechnical properties of peat and relate them to the fibre content. Peat soil tested in this study was collected from the peatland in the north-eastern Poland, 250 km north-east of Warsaw. Peat samples were taken from eight different depths below the ground surface over an area of approximately 2500 m2. The research programme consisted of laboratory tests of the physical properties of peat and compressibility tests conducted in oedometers. Tests were performed in accordance with the current international and European standards using specialised research equipment. Based on the degree of decomposition, peat was divided into fibric (with more than 66% of fibres), hemic (fibre content from 33% to 66%) and sapric (less than 33% of plant fibres). The bulk and particle densities, natural water content, organic content, initial void ratio and the degree of decomposition were investigated as the physical properties of peat. Based on the oedometer tests, the constrained modulus, compression and secondary compression indexes were determined. It was concluded that the fibric peat is characterised by the lowest bulk and particle densities, the highest water and organic contents, void ratio and compressibility in comparison to hemic and sapric peat. The characteristics of peat have been related to the results presented in the literature.
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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