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Volumn 135, Issue 12, 2010, Pages 1836-1845

Improved prediction of lateral deformations due to installation of soil-cement columns

Author keywords

Cavitation; Cement; Columns; Installation; Lateral displacement; Mixing; Soil stabilization

Indexed keywords

CAVITATION; CLAY; SOIL MECHANICS; STABILIZATION;

EID: 75949104043     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000155     Document Type: Article
Times cited : (48)

References (15)
  • 1
    • 0023978748 scopus 로고
    • A semi-analytical solution for swelling around a borehole
    • IJNGDZ, 0363-9061, 10.1002/nag.1610120207.
    • Carter JP. A semi-analytical solution for swelling around a borehole. Int. J. Numer. Analyt. Meth. Geomech. 1988, 12:197-212. IJNGDZ, 0363-9061, 10.1002/nag.1610120207.
    • (1988) Int. J. Numer. Analyt. Meth. Geomech. , vol.12 , pp. 197-212
    • Carter, J.P.1
  • 2
    • 18144369279 scopus 로고    scopus 로고
    • Lateral displacement of ground caused by soil-cement column installation
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:5(623).
    • Chai J-C, Miura N, Koga H. Lateral displacement of ground caused by soil-cement column installation. J. Geotech. Geoenviron. Eng. 2005, 131(5):623-632. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:5(623).
    • (2005) J. Geotech. Geoenviron. Eng. , vol.131 , Issue.5 , pp. 623-632
    • Chai, J.-C.1    Miura, N.2    Koga, H.3
  • 3
    • 33845639667 scopus 로고    scopus 로고
    • Closure to "Lateral displacement of ground caused by soil-cement column installation
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:1(124).
    • Chai J-C, Miura N, Koga H. Closure to "Lateral displacement of ground caused by soil-cement column installation. J. Geotech. Geoenviron. Eng. 2007, 133(1):124-126. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:1(124).
    • (2007) J. Geotech. Geoenviron. Eng. , vol.133 , Issue.1 , pp. 124-126
    • Chai, J.-C.1    Miura, N.2    Koga, H.3
  • 4
    • 0030184119 scopus 로고    scopus 로고
    • Undrained expansions of cavities in critical state soils
    • IJNGDZ, 0363-9061, 10.1002/(SICI)1096-9853(199607)20:7<489::AID-NAG829>3.0.CO;2-V.
    • Collins IF, Yu HS. Undrained expansions of cavities in critical state soils. Int. J. Numer. Analyt. Meth. Geomech. 1996, 20(7):489-516. IJNGDZ, 0363-9061, 10.1002/(SICI)1096-9853(199607)20:7<489::AID-NAG829>3.0.CO;2-V.
    • (1996) Int. J. Numer. Analyt. Meth. Geomech. , vol.20 , Issue.7 , pp. 489-516
    • Collins, I.F.1    Yu, H.S.2
  • 5
    • 2242491394 scopus 로고    scopus 로고
    • Field investigation on the settlement of low embankment road due to traffic load and its prediction
    • SOIFBE, 0038-0806, (in Japanese).
    • Fijikawa K, Miura N, Beppu I. Field investigation on the settlement of low embankment road due to traffic load and its prediction. Soils Found. 1996, 36(4):147-153. SOIFBE, 0038-0806, (in Japanese).
    • (1996) Soils Found. , vol.36 , Issue.4 , pp. 147-153
    • Fijikawa, K.1    Miura, N.2    Beppu, I.3
  • 6
    • 75949102271 scopus 로고
    • Japanese Society of Civil Engineering., Earth Pressure Retaining Structures and Foundations, Tokyo, Japan.
    • Interpretation of the design code for Japanese railway structures 1986, Japanese Society of Civil Engineering., Earth Pressure Retaining Structures and Foundations, Tokyo, Japan.
    • (1986) Interpretation of the design code for Japanese railway structures
  • 7
    • 4344633563 scopus 로고    scopus 로고
    • Boundary effects in penetration or perforation
    • JAMCAV, 0021-8936, 10.1115/1.2789081.
    • Keer LM, Xu Y, Luk VK. Boundary effects in penetration or perforation. J. Appl. Mech. 1998, 65:489-496. JAMCAV, 0021-8936, 10.1115/1.2789081.
    • (1998) J. Appl. Mech. , vol.65 , pp. 489-496
    • Keer, L.M.1    Xu, Y.2    Luk, V.K.3
  • 8
    • 0026143052 scopus 로고
    • Stability evaluation during staged construction
    • 10.1061/(ASCE)0733-9410(1991)117:4(540), 0733-9410.
    • Ladd CC. Stability evaluation during staged construction. J. Geotech. Eng. 1991, 117(4):540-615. 10.1061/(ASCE)0733-9410(1991)117:4(540), 0733-9410.
    • (1991) J. Geotech. Eng. , vol.117 , Issue.4 , pp. 540-615
    • Ladd, C.C.1
  • 9
    • 75949115793 scopus 로고    scopus 로고
    • Evaluation of ground deformation during construction of deep mixing method-Part I: Measurement of ground deformation during construction.
    • Japanese Geotechnical Society, Tokyo, Japan, (in Japanese).
    • Minami T, Sato E, Namikawa T, Aoki M. Evaluation of ground deformation during construction of deep mixing method-Part I: Measurement of ground deformation during construction. Proc., 42th Annual Meeting of Japanese Geotechnical Society 2007, 905-906. Japanese Geotechnical Society, Tokyo, Japan, (in Japanese).
    • (2007) Proc., 42th Annual Meeting of Japanese Geotechnical Society , pp. 905-906
    • Minami, T.1    Sato, E.2    Namikawa, T.3    Aoki, M.4
  • 10
    • 0016543946 scopus 로고
    • Analysis of pressure meter in strain softening soil
    • 0093-6405.
    • Prevost JH, Hoeg K. Analysis of pressure meter in strain softening soil. J. Geotech. Eng. Div. 1975, 101(GT8):717-732. 0093-6405.
    • (1975) J. Geotech. Eng. Div. , vol.101 , Issue.GT8 , pp. 717-732
    • Prevost, J.H.1    Hoeg, K.2
  • 11
    • 75949083286 scopus 로고    scopus 로고
    • Evaluation of ground deformation during construction of deep mixing method-Part II: Effect of deformation control method
    • Japanese Geotechnical Society, Tokyo, Japan, (in Japanese).
    • Sato E, Minami T, Namikawa T, Aoki M. Evaluation of ground deformation during construction of deep mixing method-Part II: Effect of deformation control method. Proc., 42th Annual Meeting of Japanese Geotechnical Society 2007, 907-908. Japanese Geotechnical Society, Tokyo, Japan, (in Japanese).
    • (2007) Proc., 42th Annual Meeting of Japanese Geotechnical Society , pp. 907-908
    • Sato, E.1    Minami, T.2    Namikawa, T.3    Aoki, M.4
  • 12
    • 18144402468 scopus 로고    scopus 로고
    • Lateral displacement of the surrounding ground during installation of DM columns
    • C. W. Wang, K. H. Lee, K. K. Ang, eds., Elsevier Science, New York.
    • Shen SL, Miura N, Koga H. Lateral displacement of the surrounding ground during installation of DM columns. Proceedings of APCOM'99, the 4th Asia-Pacific Conf. on Computational Mechanics 1999, 2:773-778. C. W. Wang, K. H. Lee, K. K. Ang, eds., Elsevier Science, New York.
    • (1999) Proceedings of APCOM'99, the 4th Asia-Pacific Conf. on Computational Mechanics , vol.2 , pp. 773-778
    • Shen, S.L.1    Miura, N.2    Koga, H.3
  • 13
    • 0022673923 scopus 로고
    • Strength and deformation characteristics of sand in plane strain compression at extremely low pressure
    • 0038-0806.
    • Tatsuoka F, Sakamoto M, Kawamura T, Fukushima S. Strength and deformation characteristics of sand in plane strain compression at extremely low pressure. Soil Found. 1986, 26(1):65-84. 0038-0806.
    • (1986) Soil Found. , vol.26 , Issue.1 , pp. 65-84
    • Tatsuoka, F.1    Sakamoto, M.2    Kawamura, T.3    Fukushima, S.4
  • 14
    • 0015316520 scopus 로고
    • Expansion of cavities in infinite soil mass
    • Vesic AS. Expansion of cavities in infinite soil mass. J. Soil Mech. And Found. Div. 1972, 98(SM3):265-290.
    • (1972) J. Soil Mech. And Found. Div. , vol.98 , Issue.SM3 , pp. 265-290
    • Vesic, A.S.1
  • 15
    • 0025920579 scopus 로고
    • Finite cavity expansion in dilatants soils: Loading analysis
    • GTNQA8, 0016-8505.
    • Yu HS, Houlsby GT. Finite cavity expansion in dilatants soils: Loading analysis. Geotechnique 1991, 41(2):173-183. GTNQA8, 0016-8505.
    • (1991) Geotechnique , vol.41 , Issue.2 , pp. 173-183
    • Yu, H.S.1    Houlsby, G.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.