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Effects of oil contamination and bioremediation on geotechnical properties of highly plastic clayey soil 被引量:2
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作者 Araz Salimnezhad hossein soltani-jigheh Ali Abolhasani Soorki 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2021年第3期653-670,共18页
Leakage of oil and its derivatives into the soil can change the engineering behavior of soil as well as cause environmental disasters.Also,recovering the contaminated sites into their natural condition and making cont... Leakage of oil and its derivatives into the soil can change the engineering behavior of soil as well as cause environmental disasters.Also,recovering the contaminated sites into their natural condition and making contaminated materials as both environmentally and geotechnically suitable construction materials need the employment of remediation techniques.Bioremediation,as an efficient,low cost and environmentalfriendly approach,was used in the case of highly plastic clayey soils.To better understand the change in geotechnical properties of highly plastic fine-grained soil due to crude oil contamination and bioremediation,Atterberg limits,compaction,unconfined compression,direct shear,and consolidation tests were conducted on natural,contaminated,and bioremediated soil samples to investigate the effects of contamination and remediation on fine-grained soil properties.Oil contamination reduced maximum dry density(MDD),optimum moisture content(OMC),unconfined compressive strength(UCS),shear strength,swelling pressure,and coefficient of consolidation of soil.In addition,contamination increased the compression and swelling indices and compressibility of soil.Bioremediation reduced soil contamination by about 50%.Moreover,in comparison with contaminated soil,bioremediation reduced the MDD,UCS,swelling index,free swelling and swelling pressure of soil,and also increased OMC,shear strength,cohesion,internal friction angle,failure strain,porosity,compression index,and settlement.Microstructural analyses showed that oil contamination does not alter the soil structure in terms of chemical compounds,elements,and constituent minerals.While it decreased the specific surface area of the soil,and the bioremediation significantly increased the mentioned parameters.Bioremediation resulted in the formation of quasi-fibrous textures and porous and agglomerated structures.As a result,oil contamination affected the mechanical properties of soil negatively,but bioremediation improved these properties. 展开更多
关键词 Oil contamination BIOREMEDIATION Geotechnical properties Clay mineralogy Soil microstructure Highly plastic soil Fine-grained clayey soil MARL
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一种测定超大砾石混合土干密度的新方法(英文)
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作者 Hamed Farshbaf AGHAJANI Masoud Ghodrati YENGEJEH +1 位作者 Amirmohammad KARIMZADEH hossein soltani-jigheh 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第12期2841-2856,共16页
提出一种计算超大颗粒混合土最大干密度的新方法。首先,利用人工神经网络对混合土的大规模压实试验数据进行分析,确定影响压实度的主要因素。然后,将这些因素加到遗传规划方法中,得到一个新的数学方程。与以往的修正方法相比,新方程与... 提出一种计算超大颗粒混合土最大干密度的新方法。首先,利用人工神经网络对混合土的大规模压实试验数据进行分析,确定影响压实度的主要因素。然后,将这些因素加到遗传规划方法中,得到一个新的数学方程。与以往的修正方法相比,新方程与实验数据更符合。此外,混合土干密度与大多数基层土和超大颗粒的比例有关。在敏感性分析方面,当混合土中含有较大比例的超细粉土时,混合土的组成受超大颗粒的规格(如比重和最大粒径)的控制,而随着这些因素的增加,混合土壤的干密度也随之增大。在超大颗粒含量较低的混合土中,基层土主要控制混合土的压实特性。此外,如果基土以较高的干密度压实,加入过大的颗粒会稍微改善混合土的干密度。相反,在干密度较低的基层土壤中添加过大的颗粒会产生干密度较大的混合土。通过增大超细粉土与基土的最大粒径差,提高了混合土的干密度。 展开更多
关键词 混合土 超大尺寸 压实 遗传规划 人工神经网络
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