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膨胀土CBR浸水膨胀量的探讨 被引量:1
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作者 顾金水 《科技信息》 2006年第01S期119-119,共1页
本文通过总结国内膨胀土膨胀量变化,明确了浸水CBR膨胀量标准,以便于更好地控制路基填筑材料的质量。同时分析了自由膨胀量和CBR浸水膨胀量的关系,提出了CBR浸水膨胀量的要求。
关键词 膨胀 CBR浸水膨胀 自由膨胀量
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利用膨润土的膨胀和稠度特性对GCL渗透系数进行预测的试验研究 被引量:5
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作者 王宝 董兴玲 《土木建筑与环境工程》 CSCD 北大核心 2015年第5期66-71,共6页
以土工合成粘土衬垫(Geosynthetic Clay Liner,GCL)在尾矿库防渗层中的应用为背景,研究不同浓度重金属离子(Cu和Zn)作用下,膨润土的自由膨胀量、液限及GCL渗透系数的变化规律,并分析它们之间的对应关系。试验结果显示,当重金属离子浓度... 以土工合成粘土衬垫(Geosynthetic Clay Liner,GCL)在尾矿库防渗层中的应用为背景,研究不同浓度重金属离子(Cu和Zn)作用下,膨润土的自由膨胀量、液限及GCL渗透系数的变化规律,并分析它们之间的对应关系。试验结果显示,当重金属离子浓度在0.01mol/L到0.1mol/L之间递增时,膨润土的自由膨胀量和液限会随着重金属离子浓度的增大而大幅度减小,但当重金属离子浓度从0.1mol/L增加到0.5mol/L时,膨润土的自由膨胀量和液限则只有微小变化。在渗透试验中,当渗透溶液中重金属离子浓度小于0.01mol/L时,GCL的渗透系数能够保持稳定;但当重金属离子浓度大于0.02mol/L后,GCL的渗透系数会随着渗透溶液中重金属离子的浓度增加而不断升高。研究结果表明,当尾矿库渗滤液中重金属离子浓度大于0.02mol/L时,GCL的渗透系数与膨润土的自由膨胀量和液限之间具有良好的数学对应关系,可以利用自由膨胀量和液限对渗透系数进行预测。 展开更多
关键词 土工合成粘土衬垫 膨润土 自由膨胀量 液限 渗透系数
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膨润土防水毯渗透性能实验研究
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作者 张洪达 《山西建筑》 2016年第36期200-201,共2页
采用特定pH值的多级浓度Pb^(2+)溶液,对膨润土进行了自由膨胀量测试,同时以Pb^(2+)溶液作为水化液,对膨润土防水毯(GCL)的渗透系数进行了测试,指出GCL铺设时应注意强酸性和高离子浓度工程环境对GCL抗渗性能的影响。
关键词 GCL PB2+ 自由膨胀量 渗透性能
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Swelling characteristics of soils derived from black shales heightened by cations in Northern Chongqing,China 被引量:1
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作者 LI Xiao-ning ZHU Bao-long WU Xi-yong 《Journal of Mountain Science》 SCIE CSCD 2016年第6期1107-1119,共13页
Black shale is widely distributed in southern and western China.The swelling and breakdown characteristics of black shale are important physicomechanical properties in engineering activities.Aqueous solutions with dif... Black shale is widely distributed in southern and western China.The swelling and breakdown characteristics of black shale are important physicomechanical properties in engineering activities.Aqueous solutions with different compositions exert various influences on the swelling characteristic of black shale because of the complexity of its composition.Soils derived from black shale are most commonly developed on black shales with bedded horizons that generally have cutting and weathering profiles.This paper reports an axial free swelling study for soils derived from black shales and developed in the Lower Cambrian black shales in Chengkou County,Chongqing Municipality,Southwest China.To discuss the swelling characteristics of black shale under the influence of cations,an axial free swelling test was conducted on black shale samples while considering the initial water content,weathering stage of black shale,and different cationic solutions with various concentrations.Results showed that the swelling deformation curve of black shale could be divided into three phases:acceleration,deceleration,and stability.The axial swelling ratio eventually decreased with increasing water content,and the axial free swelling rate changed with the free expansion model of the exponential relationship.Under a constant initial water content,the axial swelling rate increased with the intensity of black shale weathering in the same immersion solution.When different types of immersion solutions were used,the cationic price was high and the axial swelling rate increased with rising cation valence.The changes in the swelling ratio were significant at a valence of one or two.The results of this study provide further understanding of the engineering geological characteristics of black shale and the geological hazards caused by the swelling characteristics of black shale. 展开更多
关键词 Black shale Swelling rate Swelling force CATION
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