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Volumn 137, Issue 6, 2011, Pages 621-627

Effective void ratio for assessing the mechanical properties of cement-clay admixtures at high water content

Author keywords

Cement; Clays; Foam; Lightweight; Mechanical properties; Void ratio; Water content

Indexed keywords

CEMENT SLURRY; CONSTRUCTION METHOD; CURING TIME; EFFECTIVE VOID RATIOS; ENGINEERING DECISIONS; HIGH WATER CONTENT; IN-SITU; INFLUENCING PARAMETERS; INITIAL STATE; LIGHTWEIGHT; MECHANICAL CHARACTERISTICS; MIXED MATERIALS; MIXING DESIGN; MIXING PROPORTIONS; OEDOMETERS; SINGLE PARAMETER; SOFT CLAYS; TEST CONDITION; TRIAXIAL TEST; UNCONFINED COMPRESSION; UNSATURATED CONDITION; VOID RATIOS;

EID: 79958703831     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000462     Document Type: Article
Times cited : (67)

References (23)
  • 1
    • 3242688799 scopus 로고    scopus 로고
    • Physicochemical and engineering behavior of cement treated clays
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2004)130:7(696)
    • Chew S.H. Kamruzzaman A.H. M. Lee F.H. Physicochemical and engineering behavior of cement treated clays. J. Geotech. Geoenviron. Eng. 2004, 130(7):696-706. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2004)130:7(696), and ".".
    • (2004) J. Geotech. Geoenviron. Eng. , vol.130 , Issue.7 , pp. 696-706
    • Chew, S.H.1    Kamruzzaman, A.H.M.2    Lee, F.H.3
  • 2
    • 33846522247 scopus 로고    scopus 로고
    • Key parameters for strength control of artificially cemented soils
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:2(197)
    • Consoli N.C. Foppa D. Festugato L. Heineck K.S. Key parameters for strength control of artificially cemented soils. J. Geotech. Geoenviron. Eng. 2007, 133(2):197-205. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:2(197), and ".".
    • (2007) J. Geotech. Geoenviron. Eng. , vol.133 , Issue.2 , pp. 197-205
    • Consoli, N.C.1    Foppa, D.2    Festugato, L.3    Heineck, K.S.4
  • 3
    • 65449170380 scopus 로고    scopus 로고
    • Key parameters for strength control of lime stabilized soils
    • JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2009)21:5(210)
    • Consoli N.C. Lopes L.S. Heineck K.S. Key parameters for strength control of lime stabilized soils. J. Mater. Civ. Eng. 2009, 21(5):210-216. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2009)21:5(210), and ".".
    • (2009) J. Mater. Civ. Eng. , vol.21 , Issue.5 , pp. 210-216
    • Consoli, N.C.1    Lopes, L.S.2    Heineck, K.S.3
  • 4
    • 0742290165 scopus 로고    scopus 로고
    • Reduction of boundary friction in model test
    • GTJODJ, 0149-6115
    • Fang Y.S. Chen T.J. Holtz R.D. Lee W.F. Reduction of boundary friction in model test. Geotech. Test. J. 2004, 27(1):3-12. GTJODJ, 0149-6115, and ".".
    • (2004) Geotech. Test. J. , vol.27 , Issue.1 , pp. 3-12
    • Fang, Y.S.1    Chen, T.J.2    Holtz, R.D.3    Lee, W.F.4
  • 5
    • 0000016285 scopus 로고    scopus 로고
    • Influential factor in the unconfined compression strength of the air-cement treated soil
    • JGENDZ, 0733-9410, and "." (in Japanese).
    • Hayashi Y. Suzuki A. Influential factor in the unconfined compression strength of the air-cement treated soil. J. Geotech. Eng. 1999, III-49(638):353-362. JGENDZ, 0733-9410, and "." (in Japanese).
    • (1999) J. Geotech. Eng. , vol.III-49 , Issue.638 , pp. 353-362
    • Hayashi, Y.1    Suzuki, A.2
  • 6
    • 0010736586 scopus 로고    scopus 로고
    • Effect of soil properties on the improvement with foam and cement milk
    • Balkema, Rotterdam, Netherlands.
    • Hayashi Y. Suzuki A. Kitazono Y. Effect of soil properties on the improvement with foam and cement milk. Environmental geotechnics 1998, 637-642. and "." Balkema, Rotterdam, Netherlands.
    • (1998) Environmental geotechnics , pp. 637-642
    • Hayashi, Y.1    Suzuki, A.2    Kitazono, Y.3
  • 7
    • 0036554207 scopus 로고    scopus 로고
    • Mechanical properties of air-cement-treated soils
    • 1365-781X, 10.1680/grim.2002.6.2.69
    • Hayashi Y. Suzuki A. Matsuo A. Mechanical properties of air-cement-treated soils. Ground Improv. 2002, 6(2):69-78. 1365-781X, 10.1680/grim.2002.6.2.69, and ".".
    • (2002) Ground Improv. , vol.6 , Issue.2 , pp. 69-78
    • Hayashi, Y.1    Suzuki, A.2    Matsuo, A.3
  • 8
    • 85010626870 scopus 로고    scopus 로고
    • High grade soil (HGS)-foam mixed stabilized soil method
    • HGS Research Consortium, "." Public Work Research Institute (PWRI), Japan.
    • High grade soil (HGS)-foam mixed stabilized soil method. 2005, HGS Research Consortium, "." Public Work Research Institute (PWRI), Japan.
    • (2005)
  • 9
    • 0030215834 scopus 로고    scopus 로고
    • Flash-setting lightweight material-A first step to floating island construction
    • JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(1996)8:3(138)
    • Horiuchi S. Uchiyama N. Odawara T. Yasuhara K. Flash-setting lightweight material-A first step to floating island construction. J. Mater. Civ. Eng. 1996, 8(3):138-146. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(1996)8:3(138), and ".".
    • (1996) J. Mater. Civ. Eng. , vol.8 , Issue.3 , pp. 138-146
    • Horiuchi, S.1    Uchiyama, N.2    Odawara, T.3    Yasuhara, K.4
  • 10
    • 13244278424 scopus 로고    scopus 로고
    • Clay-water/cement ratio identity for cement admixed soft clay
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:2(187)
    • Horpibulsuk S. Miura N. Nagaraj T.S. Clay-water/cement ratio identity for cement admixed soft clay. J. Geotech. Geoenviron. Eng. 2005, 131(2):187-192. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:2(187), and ".".
    • (2005) J. Geotech. Geoenviron. Eng. , vol.131 , Issue.2 , pp. 187-192
    • Horpibulsuk, S.1    Miura, N.2    Nagaraj, T.S.3
  • 11
    • 77950975850 scopus 로고    scopus 로고
    • Influence of fly ash on unconfined compressive strength of cement-admixed clay at high water content
    • JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2010)22:1(49)
    • Jongpradist P. Jumlongrach N. Youwai S. Chucheepsakul S. Influence of fly ash on unconfined compressive strength of cement-admixed clay at high water content. J. Mater. Civ. Eng. 2010, 22(1):49-58. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2010)22:1(49), and ".".
    • (2010) J. Mater. Civ. Eng. , vol.22 , Issue.1 , pp. 49-58
    • Jongpradist, P.1    Jumlongrach, N.2    Youwai, S.3    Chucheepsakul, S.4
  • 12
    • 79958730129 scopus 로고    scopus 로고
    • Influence of curing stress on one-dimensional yielding of cement-admixed Bangkok clay at high water content
    • SOIFBE, 0038-0806
    • Jongpradist P. Youwai S. Manorat P. Chucheepsakul S. Influence of curing stress on one-dimensional yielding of cement-admixed Bangkok clay at high water content. Soils Found. 2011, 51(2):351-357. SOIFBE, 0038-0806, and ".".
    • (2011) Soils Found. , vol.51 , Issue.2 , pp. 351-357
    • Jongpradist, P.1    Youwai, S.2    Manorat, P.3    Chucheepsakul, S.4
  • 14
    • 13244288169 scopus 로고    scopus 로고
    • Strength and modulus of marine clay-cement mixes
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:2(178)
    • Lee F.H. Lee Y. Chew S.H. Yong K.Y. Strength and modulus of marine clay-cement mixes. J. Geotech. Geoenviron. Eng. 2005, 131(2):178-186. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:2(178), and ".".
    • (2005) J. Geotech. Geoenviron. Eng. , vol.131 , Issue.2 , pp. 178-186
    • Lee, F.H.1    Lee, Y.2    Chew, S.H.3    Yong, K.Y.4
  • 15
    • 79952169073 scopus 로고    scopus 로고
    • Fundamentals of cement-admixed clay in deep mixing and its behavior as foundation support of reinforced embankment as foundation support of reinforced embankment on subsiding soft clay ground
    • D.Eng. dissertation, Asian Institute of Technology, Pathumthani, Thailand.
    • Lorenzo G.A. Fundamentals of cement-admixed clay in deep mixing and its behavior as foundation support of reinforced embankment as foundation support of reinforced embankment on subsiding soft clay ground. 2005, "." D.Eng. dissertation, Asian Institute of Technology, Pathumthani, Thailand.
    • (2005)
    • Lorenzo, G.A.1
  • 16
    • 8744223565 scopus 로고    scopus 로고
    • Fundamental parameters of cement-admixed clay-New approach
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2004)130:10(1042)
    • Lorenzo G.A. Bergado D.T. Fundamental parameters of cement-admixed clay-New approach. J. Geotech. Geoenviron. Eng. 2004, 130(10):1042-1050. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2004)130:10(1042), and ".".
    • (2004) J. Geotech. Geoenviron. Eng. , vol.130 , Issue.10 , pp. 1042-1050
    • Lorenzo, G.A.1    Bergado, D.T.2
  • 17
    • 76049121026 scopus 로고    scopus 로고
    • Quality assessment and quality control of deep soil mixing construction for stabilizing expansive subsoils
    • JGGEFK, 1090-0241, 10.1061/(ASCE)GT.1943-5606.0000188
    • Madhyannapu R.S. Puppala A.J. Nazarian S. Yuan D. Quality assessment and quality control of deep soil mixing construction for stabilizing expansive subsoils. J. Geotech. Geoenviron. Eng. 2010, 136(1):119-128. JGGEFK, 1090-0241, 10.1061/(ASCE)GT.1943-5606.0000188, and ".".
    • (2010) J. Geotech. Geoenviron. Eng. , vol.136 , Issue.1 , pp. 119-128
    • Madhyannapu, R.S.1    Puppala, A.J.2    Nazarian, S.3    Yuan, D.4
  • 18
    • 1642483861 scopus 로고    scopus 로고
    • Engineering behavior of cement stabilized clay at high water content
    • SOIFBE, 0038-0806
    • Miura N. Horpibulsuk S. Nagaraj T.S. Engineering behavior of cement stabilized clay at high water content. Soils Found. 2001, 41(5):33-45. SOIFBE, 0038-0806, and ".".
    • (2001) Soils Found. , vol.41 , Issue.5 , pp. 33-45
    • Miura, N.1    Horpibulsuk, S.2    Nagaraj, T.S.3
  • 19
    • 0031876533 scopus 로고    scopus 로고
    • State of the art in deep mixing technology. Part I: Basic concepts and overview
    • 1365-781X, "." .
    • Porbaha A. State of the art in deep mixing technology. Part I: Basic concepts and overview. Ground Improv. 1998, 2(3):81-92. 1365-781X, ".".
    • (1998) Ground Improv. , vol.2 , Issue.3 , pp. 81-92
    • Porbaha, A.1
  • 20
    • 0033081110 scopus 로고    scopus 로고
    • Restoration of wharf structure
    • JPCFEV, 0887-3828, 10.1061/(ASCE)0887-3828(1999)13:1(2)
    • Tsuchida T. Porbaha A. Kishida T. Restoration of wharf structure. J. Perform. Constr. Facil. 1999, 13(1):2-7. JPCFEV, 0887-3828, 10.1061/(ASCE)0887-3828(1999)13:1(2), and ".".
    • (1999) J. Perform. Constr. Facil. , vol.13 , Issue.1 , pp. 2-7
    • Tsuchida, T.1    Porbaha, A.2    Kishida, T.3
  • 21
    • 0035275052 scopus 로고    scopus 로고
    • Development of geomaterial from dredged bay mud
    • JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2001)13:2(152)
    • Tsuchida T. Porbaha A. Yamane N. Development of geomaterial from dredged bay mud. J. Mater. Civ. Eng. 2001, 13(2):152-160. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2001)13:2(152), and ".".
    • (2001) J. Mater. Civ. Eng. , vol.13 , Issue.2 , pp. 152-160
    • Tsuchida, T.1    Porbaha, A.2    Yamane, N.3
  • 22
    • 0002755351 scopus 로고    scopus 로고
    • Engineering behavior of cement-treated Bangkok soft clay
    • GTEGB2, 0046-5828
    • Uddin K. Balasubramianiam A.S. Bergado D.T. Engineering behavior of cement-treated Bangkok soft clay. Geotech. Eng. 1997, 28(1):89-119. GTEGB2, 0046-5828, and ".".
    • (1997) Geotech. Eng. , vol.28 , Issue.1 , pp. 89-119
    • Uddin, K.1    Balasubramianiam, A.S.2    Bergado, D.T.3
  • 23
    • 24744466027 scopus 로고    scopus 로고
    • One-dimensional compression of air-foam treated lightweight geo-material in microscopic point of view
    • SOIFBE, 0038-0806
    • Watabe Y. Itou Y. Kang M.S. Tsuchida T. One-dimensional compression of air-foam treated lightweight geo-material in microscopic point of view. Soils Found. 2004, 44(6):53-67. SOIFBE, 0038-0806, and ".".
    • (2004) Soils Found. , vol.44 , Issue.6 , pp. 53-67
    • Watabe, Y.1    Itou, Y.2    Kang, M.S.3    Tsuchida, T.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.