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      KCI등재 SCIE SCOPUS

      Influence of Soil Grading on Properties of Compressed Cement-soil

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      https://www.riss.kr/link?id=A104780204

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      다국어 초록 (Multilingual Abstract)

      Compressed cement-soil block is known as low cost building materials. This paper studies the effects of soil grading and the characteristics of soil on the properties of compressed cement-soil such as compressive strength, dry density and water absorption.
      Compacting pressure of 10 MPa and 30% binder with respect to cement content of 10% were used. The results obtained from crushed soil particles were better than those from natural soil. Mixture of 35% soil and 65% sand produced the optimum of strength,dry density and water absorption. Strength and dry density increased with the fineness of soil particles. Moreover, soil properties also affect the strength properties of cement-soil. Its strength is significantly reduced with increasing plasticity index or liquid limit.
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      Compressed cement-soil block is known as low cost building materials. This paper studies the effects of soil grading and the characteristics of soil on the properties of compressed cement-soil such as compressive strength, dry density and water absorp...

      Compressed cement-soil block is known as low cost building materials. This paper studies the effects of soil grading and the characteristics of soil on the properties of compressed cement-soil such as compressive strength, dry density and water absorption.
      Compacting pressure of 10 MPa and 30% binder with respect to cement content of 10% were used. The results obtained from crushed soil particles were better than those from natural soil. Mixture of 35% soil and 65% sand produced the optimum of strength,dry density and water absorption. Strength and dry density increased with the fineness of soil particles. Moreover, soil properties also affect the strength properties of cement-soil. Its strength is significantly reduced with increasing plasticity index or liquid limit.

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      참고문헌 (Reference)

      1 Jimenez Delgado, M. C, "The selection of soil for unstabilised earth building: A normal review" 21 (21): 237-251, 2007

      2 Mohamed, A. M. O, "The role of clay minerals in marly soil on its stability" 57 (57): 193-203, 2000

      3 Walker, P, "Strength, durability and shrinkage characteristics of cement stabilized soil blocks" 17 (17): 301-310, 1995

      4 Walker, P. J, "Strength and erosion characteristics of earth blocks and earth block masonry" 16 (16): 497-506, 2004

      5 ASTM C136, "Standard test method for sieve analysis of fine and coarse aggregates"

      6 ASTM D422, "Standard test method for particle-size analysis of soils"

      7 Ahnberg, H, "Stablisation of some Swedish organic soils with different types of binder" 101-108, 1999

      8 Ahnberg, H, "Stabilizing effects of different binders in some Swedish soils" 7 (7): 9-23, 2003

      9 Venkatarama Reddy, B. V, "Stabilised mud blocks: Problems, prospects" 63-75, 2005

      10 Hebib, S, "Some experience of stabilizing Irish organic soils" 81-84, 1999

      1 Jimenez Delgado, M. C, "The selection of soil for unstabilised earth building: A normal review" 21 (21): 237-251, 2007

      2 Mohamed, A. M. O, "The role of clay minerals in marly soil on its stability" 57 (57): 193-203, 2000

      3 Walker, P, "Strength, durability and shrinkage characteristics of cement stabilized soil blocks" 17 (17): 301-310, 1995

      4 Walker, P. J, "Strength and erosion characteristics of earth blocks and earth block masonry" 16 (16): 497-506, 2004

      5 ASTM C136, "Standard test method for sieve analysis of fine and coarse aggregates"

      6 ASTM D422, "Standard test method for particle-size analysis of soils"

      7 Ahnberg, H, "Stablisation of some Swedish organic soils with different types of binder" 101-108, 1999

      8 Ahnberg, H, "Stabilizing effects of different binders in some Swedish soils" 7 (7): 9-23, 2003

      9 Venkatarama Reddy, B. V, "Stabilised mud blocks: Problems, prospects" 63-75, 2005

      10 Hebib, S, "Some experience of stabilizing Irish organic soils" 81-84, 1999

      11 Enteiche, A, "Soil cement; Its use in Building" United Nations Publications 1964

      12 Walker, P, "Properties of some cement stabilized compressed earth blocks and mortars" 30 : 545-551, 1997

      13 Venkatarama Reddy, B. V, "Optimum grading for the soil-cement blocks" 19 (19): 139-148, 2007

      14 Fitzmaurice, R, "Manual on stabilized soil construction for housing, Technical Assistance Program" United Nations 1958

      15 Veith,G, "Green, ground and great: Soil stabilization with slag" 28 (28): 70-72, 2000

      16 Das, B. M, "Fundamentals of soil dynamics" Elsevier Science Publishing Co 1983

      17 Houben, H, "Earth construction: A comprehensive guide" IT Publication 1994

      18 Anthony, G. K, "Durability of compressed and cement–stabilised building blocks" University of Warwick 2001

      19 Carter, M, "Correlations of soil properties" Pentech Press 1991

      20 Morel, J. C, "Compressive strength testing of compressed earth blocks" 21 (21): 303-309, 2007

      21 Venkatarama Reddy, B. V, "Characteristics of soil-cement blocks using highly sandy soils" 38 (38): 651-658, 2005

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      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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      학술지 인용정보

      학술지 인용정보
      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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