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      KCI등재 SCIE SCOPUS

      Experimental Study on Lime-Treated Waste Soil Based on Water Transfer Mechanism

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      https://www.riss.kr/link?id=A107380204

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      다국어 초록 (Multilingual Abstract)

      A large amount of waste soil (mud) is being produced from the construction of civil and infrastructures. As a result, resource utilization of the waste soil has become even more important in geotechnical engineering community. This study quantitativel...

      A large amount of waste soil (mud) is being produced from the construction of civil and infrastructures. As a result, resource utilization of the waste soil has become even more important in geotechnical engineering community. This study quantitatively investigates the underlying modification mechanism of lime-treated waste soil based on water transfer mechanism. Content of different types of water was first measured, and content of each hydration product and the Atterberg limits of soils before and after the lime treatment were then analyzed. It is found the mechanism of lime treatment is to transfer free water with low potential energy to bound water and hydration water with high potential energy. In addition, the formation of hydrates gel mainly improves soil plasticity by affecting the limit of soil plasticity. The hydration water can be used to evaluate the effectiveness of treatment and the growth potential.

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      참고문헌 (Reference)

      1 Chiu CF, "Yielding and shear behaviour of cement-treated dredged materials" 103 (103): 1-12, 2009

      2 Ji F, "Variation of dry density of highwater-content dredged clays treated with quick lime" 40 (40): 840-843, 2010

      3 Rogers CDF, "The role of lime migration in lime pile stabilization of slopes" 29 (29): 273-284, 1996

      4 Parker FW, "The classification of soil moisture" 13 (13): 43-54, 1922

      5 Mohammed A, "Testing and modeling the shortterm behavior of lime and fly ash treated sulfate contaminated CL soil" 33 (33): 1099-1114, 2015

      6 Zhang W, "Test study of high liquid limit clay modified by quick lime used as sub-grade material" 15 (15): 126-130, 2008

      7 Rajasekaran G, "Sulphate attack in lime-treated marine clay" 23 (23): 93-116, 2005

      8 Quiroga AJ, "Stress–strain behavior of cement-improved clays : Testing and modeling" 12 (12): 1003-1020, 2017

      9 Khitam Abdulhussein Saeed, "Strength of Lime-Cement Stabilized Tropical Lateritic Clay Contaminated by Heavy Metals" 대한토목학회 19 (19): 887-892, 2015

      10 Dermatas D, "Strength Development of solidified/stabilized organic waste and optimum treatment design" 53 (53): 1363-1372, 2003

      1 Chiu CF, "Yielding and shear behaviour of cement-treated dredged materials" 103 (103): 1-12, 2009

      2 Ji F, "Variation of dry density of highwater-content dredged clays treated with quick lime" 40 (40): 840-843, 2010

      3 Rogers CDF, "The role of lime migration in lime pile stabilization of slopes" 29 (29): 273-284, 1996

      4 Parker FW, "The classification of soil moisture" 13 (13): 43-54, 1922

      5 Mohammed A, "Testing and modeling the shortterm behavior of lime and fly ash treated sulfate contaminated CL soil" 33 (33): 1099-1114, 2015

      6 Zhang W, "Test study of high liquid limit clay modified by quick lime used as sub-grade material" 15 (15): 126-130, 2008

      7 Rajasekaran G, "Sulphate attack in lime-treated marine clay" 23 (23): 93-116, 2005

      8 Quiroga AJ, "Stress–strain behavior of cement-improved clays : Testing and modeling" 12 (12): 1003-1020, 2017

      9 Khitam Abdulhussein Saeed, "Strength of Lime-Cement Stabilized Tropical Lateritic Clay Contaminated by Heavy Metals" 대한토목학회 19 (19): 887-892, 2015

      10 Dermatas D, "Strength Development of solidified/stabilized organic waste and optimum treatment design" 53 (53): 1363-1372, 2003

      11 Wilkinson A, "Stabilisation of clayey soils with industrial by-products: Part A" 163 (163): 149-163, 2010

      12 Wang D, "Solidification/stabilization of dredged marine sediments for road construction" 33 (33): 95-101, 2012

      13 Zhu W, "Soil-water transfer mechanism for solidified dredged materials" 133 (133): 588-598, 2007

      14 Lebedev AF, "Soil and groundwaters" The Academy of Sciences of the USSR 1936

      15 Wang Y, "Shrinkage behaviour of a compacted lime-treated clay" 10 (10): 1-5, 2020

      16 Wild S, "Relation between pore size distribution, permeability, and cementitious gel formation in cured clay-lime systems" 3 (3): 1005-1011, 1987

      17 Narasimha Rao S, "Reaction Products Formed in Lime-Stabilized Marine Clays" 122 (122): 329-336, 1996

      18 Min FL, "Preparation of high-porosity and high-strength ceramisites from municipal sludge using starch and CaCO3 as a combined poreforming agent" 33 (33): 04020502-, 2021

      19 Barker JE, "Physio-chemical changes in clay caused by ion migration from lime piles" 18 (18): 182-189, 2006

      20 Zhang F, "Physicochemical and mechanical properties of lime-treated loess" 36 (36): 685-696, 2018

      21 Pei X, "Physicochemical and index properties of loess stabilized with lime and fly ash piles" 114 : 77-84, 2015

      22 Le Runigo B, "Performance of lime-treated silty soil under long-term hydraulic conditions" 118 (118): 20-28, 2011

      23 Ciancio D, "Optimum lime content identification for lime-stabilised rammed earth" 53 : 59-65, 2014

      24 Stoltz G, "Multi-scale analysis of the swelling and shrinkage of a lime-treated expansive clayey soil" 61 : 44-51, 2012

      25 Al-Mukhtar M, "Microstructure and geotechnical properties of lime-treated expansive clayey soil" 139-140 : 17-27, 2012

      26 Locat J, "Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime" 33 (33): 654-669, 1996

      27 Wang D, "Long-term mechanical performance of marine sediments solidified with cement, lime, and fly ash" 36 (36): 123-130, 2018

      28 Beetham P, "Lime stabilisation for earthworks: A UK perspective" 168 (168): 81-95, 2014

      29 Choquette M, "Laboratory investigations on the lime stabilization of sensitive clays : Shear strength development" 27 (27): 294-304, 1990

      30 So E, "Influence of allophane content on lime-gypsum stabilized volcanic cohesive soils" 34 (34): 97-107, 1994

      31 Foth HD, "Fundamentals of soil science" 21 (21): 426-426, 1979

      32 Sun X, "Exploring cementitious additives for pretreatment of high-early-strength sewage sludge from the perspective of the rapid generation of nonevaporable water" 26 (26): 878-885, 2014

      33 Jin Q, "Effects of lime treatment on the geotechnical properties of dredged mud" 37 (37): 1083-1094, 2019

      34 Lemaire K, "Effects of lime and cement treatment on the physicochemical, microstructural and mechanical characteristics of a plastic silt" 166 : 255-261, 2013

      35 Mathew PK, "Effect of lime on cation exchange capacity of marine clay" 123 (123): 183-185, 1997

      36 Sariosseiri F, "Effect of cement treatment on geotechnical properties of some washington state soils" 104 (104): 119-125, 2009

      37 Wang D, "Durability and swelling of solidified/stabilized dredged marine soils with Class-F fly ash, cement, and lime" 30 (30): 04018013-, 2018

      38 Robin V, "Chemo-mechanical modelling of lime treated soils" 95 : 211-219, 2014

      39 Eisazadeh A, "Cation exchange capacity of phosphoric acid and lime stabilized montmorillonitic and kaolinitic soils" 30 (30): 1435-1440, 2012

      40 Horpibulsuk S, "Analysis of strength development in cement-stabilized silty clay from microstructural considerations" 24 (24): 2011-2021, 2010

      41 "ASTM D854-14, Standard test methods for specific gravity of soil solids by water pycnometer"

      42 "ASTM D6913/D6313M-17, Standard test methods for particlesize distribution (gradation) of soils using sieve analysis"

      43 "ASTM D4318-17e1, Standard test methods for liquid limit, plastic limit, and plasticity index of soils"

      44 "ASTM D2487-17e1, Standard practice for classification of soils for engineering purposes (unified soil classification system)"

      45 "ASTM D2216-19, Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass"

      46 Bouyoucos G, "A new classification of the soil moisture" 11 (11): 33-48, 1921

      47 Pomakhina E, "29Si solid state NMR investigation of pozzolanic reaction occurring in lime-treated Ca-bentonite" 42 (42): 626-632, 2012

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      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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