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帮忙看下这篇文章是否被EI收录ExperimentalStudyonPerformanceofExpansiveSoilImprovedwithHTABShangYundong
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帮忙看下这篇文章是否被EI收录
Experimental Study on Performance of Expansive Soil Improved with HTAB
Shang Yundong
Experimental Study on Performance of Expansive Soil Improved with HTAB
Shang Yundong
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Accession number:20104213309411 （这就是你的EI号,可要记住哦~）
Title:Experimental study of the performance of expansive soils improved with HTAB
Authors:Shang,Yundong1 ; Geng,Bingyan2
Author affiliation:1 He'nan Communication Vocational Technology College,Zhengzhou 450005,China
2 He'nan Provincial Highway Engineering Group Co.Ltd.,Zhengzhou 450052,China
Corresponding author:Shang,Y.(shangyundong@126.com)
Source title:Tumu Gongcheng Xuebao/China Civil Engineering Journal
Abbreviated source title:Tumu Gongcheng Xuebao
Volume:43
Issue:9
Issue date:September 2010
Publication year:2010
Pages:138-143
Language:Chinese
ISSN:1000131X
Document type:Journal article (JA)
Publisher:Editorial Office of China Civil Engineering Journal,9 Sanlihelu,Beijing,100835,China
Abstract:An experiment is conducted for improvement of expansive soils with HTAB in subgrade slope protection projects.The liquid and plastic limits,expansibility,mechanical strength and water stability of expansive soils are studied.The result of the experiment shows that liquid limit and plasticity index of expansive soils improved by HTAB are both reduced,the plastic limit is increased,the free expansion rate and expansive force are reduced considerably,the inflation rate is reduced,the mechanical strength and the bearing capacity are enhanced,and the water stability is improved.The HTAB method is comparatively more economical and simple for subgrade slope protection projects in expansive soil areas.
Number of references:10
Main heading:Slope protection
Controlled terms:Ammonium compounds - Bearings (machine parts) - Bromine compounds - Experiments - Liquids - Soil structure interactions - Soils
Uncontrolled terms:Expansive force - Expansive soils - Experimental studies - Free expansions - Hexadecyl trimethyl ammonium bromide - Improved performance - Inflation rates - Liquid limits - Mechanical strength - Plastic limit - Plasticity indices - Water stability
Classification code:483.1 Soils and Soil Mechanics - 483.2 Foundations - 601.2 Machine Components - 804.1 Organic Compounds - 901.3 Engineering Research - 931.2 Physical Properties of Gases,Liquids and Solids
Database:Compendex
Compilation and indexing terms,© 2011 Elsevier Inc.
Accession number:20104213309411 （这就是你的EI号,可要记住哦~）
Title:Experimental study of the performance of expansive soils improved with HTAB
Authors:Shang,Yundong1 ; Geng,Bingyan2
Author affiliation:1 He'nan Communication Vocational Technology College,Zhengzhou 450005,China
2 He'nan Provincial Highway Engineering Group Co.Ltd.,Zhengzhou 450052,China
Corresponding author:Shang,Y.(shangyundong@126.com)
Source title:Tumu Gongcheng Xuebao/China Civil Engineering Journal
Abbreviated source title:Tumu Gongcheng Xuebao
Volume:43
Issue:9
Issue date:September 2010
Publication year:2010
Pages:138-143
Language:Chinese
ISSN:1000131X
Document type:Journal article (JA)
Publisher:Editorial Office of China Civil Engineering Journal,9 Sanlihelu,Beijing,100835,China
Abstract:An experiment is conducted for improvement of expansive soils with HTAB in subgrade slope protection projects.The liquid and plastic limits,expansibility,mechanical strength and water stability of expansive soils are studied.The result of the experiment shows that liquid limit and plasticity index of expansive soils improved by HTAB are both reduced,the plastic limit is increased,the free expansion rate and expansive force are reduced considerably,the inflation rate is reduced,the mechanical strength and the bearing capacity are enhanced,and the water stability is improved.The HTAB method is comparatively more economical and simple for subgrade slope protection projects in expansive soil areas.
Number of references:10
Main heading:Slope protection
Controlled terms:Ammonium compounds - Bearings (machine parts) - Bromine compounds - Experiments - Liquids - Soil structure interactions - Soils
Uncontrolled terms:Expansive force - Expansive soils - Experimental studies - Free expansions - Hexadecyl trimethyl ammonium bromide - Improved performance - Inflation rates - Liquid limits - Mechanical strength - Plastic limit - Plasticity indices - Water stability
Classification code:483.1 Soils and Soil Mechanics - 483.2 Foundations - 601.2 Machine Components - 804.1 Organic Compounds - 901.3 Engineering Research - 931.2 Physical Properties of Gases,Liquids and Solids
Database:Compendex
Compilation and indexing terms,© 2011 Elsevier Inc.
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