메뉴 건너뛰기




Volumn 136, Issue 6, 2010, Pages 885-890

High-pressure isotropic compression tests on fiber-reinforced cemented sand

Author keywords

Cemented sand; Fiber reinforcement; Isotropic compression

Indexed keywords

CEMENTED SANDS; COMPRESSION LINE; CONDUCTING TESTS; FIBER BREAKAGES; FIBER EXTENSION; FIBER REINFORCEMENT; IN-FIBER; ISOTROPIC COMPRESSIONS; ISOTROPIC COMPRESSIVE STRESS; MACROSCOPIC SCALE; PARTICLE BREAKAGE; RANDOMLY DISTRIBUTED; REINFORCED SAND; SPECIFIC VOLUME;

EID: 77953332321     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000300     Document Type: Article
Times cited : (36)

References (29)
  • 1
    • 27744598877 scopus 로고    scopus 로고
    • Effect of fiber reinforcement on the isotropic compression behavior of a sand
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:11(1434)
    • Consoli N.C. Casagrande M.D. T. Coop M.R. Effect of fiber reinforcement on the isotropic compression behavior of a sand. J. Geotech. Geoenviron. Eng. 2005, 131(11):1434-1436. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:11(1434)
    • (2005) J. Geotech. Geoenviron. Eng. , vol.131 , Issue.11 , pp. 1434-1436
    • Consoli, N.C.1    Casagrande, M.D.T.2    Coop, M.R.3
  • 2
    • 36048965319 scopus 로고    scopus 로고
    • Performance of fibre-reinforced sand at large shear strains
    • GTNQA8, 0016-8505, 10.1680/geot.2007.57.9.751
    • Consoli N.C. Casagrande M.D. T. Coop M.R. Performance of fibre-reinforced sand at large shear strains. Geotechnique 2007a, 57(9):751-756. GTNQA8, 0016-8505, 10.1680/geot.2007.57.9.751
    • (2007) Geotechnique , vol.57 , Issue.9 , pp. 751-756
    • Consoli, N.C.1    Casagrande, M.D.T.2    Coop, M.R.3
  • 3
    • 0142058257 scopus 로고    scopus 로고
    • Plate load test on fiber-reinforced soil
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:10(951)
    • Consoli N.C. Casagrande M.D. T. Prietto P.D. M. Thomé A. Plate load test on fiber-reinforced soil. J. Geotech. Geoenviron. Eng. 2003a, 129(10):951-955. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:10(951)
    • (2003) J. Geotech. Geoenviron. Eng. , vol.129 , Issue.10 , pp. 951-955
    • Consoli, N.C.1    Casagrande, M.D.T.2    Prietto, P.D.M.3    Thomé, A.4
  • 4
    • 67649296990 scopus 로고    scopus 로고
    • Effect of relative density on plate loading tests on fibre-reinforced sand
    • GTNQA8, 0016-8505, 10.1680/geot.2007.00063
    • Consoli N.C. Casagrande M.D. T. Thomé A. Dalla Rosa F. Fahey M. Effect of relative density on plate loading tests on fibre-reinforced sand. Geotechnique 2009a, 59(5):471-476. GTNQA8, 0016-8505, 10.1680/geot.2007.00063
    • (2009) Geotechnique , vol.59 , Issue.5 , pp. 471-476
    • Consoli, N.C.1    Casagrande, M.D.T.2    Thomé, A.3    Dalla Rosa, F.4    Fahey, M.5
  • 5
    • 68149131876 scopus 로고    scopus 로고
    • Strain-hardening behaviour of fibre-reinforced sand in view of filament geometry
    • GINTFD, 1072-6349, 10.1680/gein.2009.16.2.109
    • Consoli N.C. Festugato L. Heineck K.S. Strain-hardening behaviour of fibre-reinforced sand in view of filament geometry. Geosynthet. Int. 2009b, 16(2):109-115. GINTFD, 1072-6349, 10.1680/gein.2009.16.2.109
    • (2009) Geosynthet. Int. , vol.16 , Issue.2 , pp. 109-115
    • Consoli, N.C.1    Festugato, L.2    Heineck, K.S.3
  • 6
    • 36348964131 scopus 로고    scopus 로고
    • Shear strength behavior of fiber-reinforced sand considering triaxial tests under distinct stress paths
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:11(1466)
    • Consoli N.C. Heineck K.S. Casagrande M.D. T. Coop M.R. Shear strength behavior of fiber-reinforced sand considering triaxial tests under distinct stress paths. J. Geotech. Geoenviron. Eng. 2007b, 133(11):1466-1469. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:11(1466)
    • (2007) J. Geotech. Geoenviron. Eng. , vol.133 , Issue.11 , pp. 1466-1469
    • Consoli, N.C.1    Heineck, K.S.2    Casagrande, M.D.T.3    Coop, M.R.4
  • 7
    • 33144459573 scopus 로고    scopus 로고
    • Yielding-compressibility-strength relationship for an artificially cemented soil cured under stress
    • GTNQA8, 0016-8505, 10.1680/geot.2006.56.1.69
    • Consoli N.C. Rotta G.V. Prietto P.D. M. Yielding-compressibility-strength relationship for an artificially cemented soil cured under stress. Geotechnique 2006, 56(1):69-72. GTNQA8, 0016-8505, 10.1680/geot.2006.56.1.69
    • (2006) Geotechnique , vol.56 , Issue.1 , pp. 69-72
    • Consoli, N.C.1    Rotta, G.V.2    Prietto, P.D.M.3
  • 8
    • 67349246274 scopus 로고    scopus 로고
    • Fiber reinforcement effects on sand considering a wide cementation range
    • 0266-1144, 10.1016/j.geotexmem.2008.11.005
    • Consoli N.C. Vendruscolo M.A. Fonini A. Dalla Rosa F. Fiber reinforcement effects on sand considering a wide cementation range. Geotext. Geomembr. 2009c, 27(3):196-203 0266-1144, 10.1016/j.geotexmem.2008.11.005
    • (2009) Geotext. Geomembr. , vol.27 , Issue.3 , pp. 196-203
    • Consoli, N.C.1    Vendruscolo, M.A.2    Fonini, A.3    Dalla Rosa, F.4
  • 9
    • 0037239168 scopus 로고    scopus 로고
    • Behavior of plate load tests on soil layers improved with cement and fiber
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:1(96)
    • Consoli N.C. Vendruscolo M.A. Prietto P.D. M. Behavior of plate load tests on soil layers improved with cement and fiber. J. Geotech. Geoenviron. Eng. 2003b, 129(1):96-101. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:1(96)
    • (2003) J. Geotech. Geoenviron. Eng. , vol.129 , Issue.1 , pp. 96-101
    • Consoli, N.C.1    Vendruscolo, M.A.2    Prietto, P.D.M.3
  • 10
  • 11
    • 0027519060 scopus 로고
    • The mechanics of cemented carbonate sands
    • GTNQA8, 0016-8505, 10.1680/geot.1993.43.1.53
    • Coop M.R. Atkinson J.H. The mechanics of cemented carbonate sands. Geotechnique 1993, 43(1):53-67. GTNQA8, 0016-8505, 10.1680/geot.1993.43.1.53
    • (1993) Geotechnique , vol.43 , Issue.1 , pp. 53-67
    • Coop, M.R.1    Atkinson, J.H.2
  • 12
    • 0027799587 scopus 로고
    • The behaviour of granular soils at elevated stresses.
    • Thomas Telford, London
    • Coop M.R. Lee I.K. The behaviour of granular soils at elevated stresses. Predictive soil mechanics 1993, 186-198 Thomas Telford, London
    • (1993) Predictive soil mechanics , pp. 186-198
    • Coop, M.R.1    Lee, I.K.2
  • 13
    • 0027671640 scopus 로고
    • Strength and life of stabilized pavement layers containing fibrillated polypropylene
    • Transportation Research Record.1418, Transportation Research Board, Washington, D.C.
    • Crockford W.W. Grogan W.P. Chill D.S. Strength and life of stabilized pavement layers containing fibrillated polypropylene. 1993 Transportation Research Record.1418, Transportation Research Board, Washington, D.C.
    • (1993)
    • Crockford, W.W.1    Grogan, W.P.2    Chill, D.S.3
  • 14
    • 0031104997 scopus 로고    scopus 로고
    • The measurement of local axial strains in triaxial tests using LVDTs
    • GTNQA8, 0016-8505, 10.1680/geot.1997.47.1.167
    • Cuccovillo T. Coop M.R. The measurement of local axial strains in triaxial tests using LVDTs. Geotechnique 1997, 47(1):167-171. GTNQA8, 0016-8505, 10.1680/geot.1997.47.1.167
    • (1997) Geotechnique , vol.47 , Issue.1 , pp. 167-171
    • Cuccovillo, T.1    Coop, M.R.2
  • 16
    • 0022766444 scopus 로고
    • Behavior of fabric versus fiber-reinforced sand
    • JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1986)112:8(804)
    • Gray D.H. Al-Refeai T. Behavior of fabric versus fiber-reinforced sand. J. Geotech. Engrg. 1986, 112(8):804-820. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1986)112:8(804)
    • (1986) J. Geotech. Engrg. , vol.112 , Issue.8 , pp. 804-820
    • Gray, D.H.1    Al-Refeai, T.2
  • 17
    • 0020718849 scopus 로고
    • Mechanics of fiber reinforcement in sand
    • JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1983)109:3(335)
    • Gray D.H. Ohashi H. Mechanics of fiber reinforcement in sand. J. Geotech. Engrg. 1983, 109(3):335-353. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1983)109:3(335)
    • (1983) J. Geotech. Engrg. , vol.109 , Issue.3 , pp. 335-353
    • Gray, D.H.1    Ohashi, H.2
  • 18
    • 23844456585 scopus 로고    scopus 로고
    • Effect of micro-reinforcement of soils from very small to large shear strains
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:8(1024)
    • Heineck K.S. Coop M.R. Consoli N.C. Effect of micro-reinforcement of soils from very small to large shear strains. J. Geotech. Geoenviron. Eng. 2005, 131(8):1024-1033. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:8(1024)
    • (2005) J. Geotech. Geoenviron. Eng. , vol.131 , Issue.8 , pp. 1024-1033
    • Heineck, K.S.1    Coop, M.R.2    Consoli, N.C.3
  • 19
    • 0003140358 scopus 로고
    • Preparing test specimens using undercompaction
    • GTJODJ, 0149-6115, 10.1520/GTJ10364J .
    • Ladd R.S. Preparing test specimens using undercompaction. Geotech. Test. J. 1978, 1(1):16-23. GTJODJ, 0149-6115, 10.1520/GTJ10364J .
    • (1978) Geotech. Test. J. , vol.1 , Issue.1 , pp. 16-23
    • Ladd, R.S.1
  • 20
    • 0029415875 scopus 로고
    • An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
    • GTNQA8, 0016-8505, 10.1680/geot.1995.45.4.633
    • Lagioia R. Nova R. An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Geotechnique 1995, 45(4):633-648. GTNQA8, 0016-8505, 10.1680/geot.1995.45.4.633
    • (1995) Geotechnique , vol.45 , Issue.4 , pp. 633-648
    • Lagioia, R.1    Nova, R.2
  • 21
    • 0028668962 scopus 로고
    • Performance of anisotropic geosynthetic reinforced cohesive soil mass
    • JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1994)120:7(1166)
    • Ling H.I. Tatsuoka F. Performance of anisotropic geosynthetic reinforced cohesive soil mass. J. Geotech. Engrg. 1994, 120(7):1166-1184. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1994)120:7(1166)
    • (1994) J. Geotech. Engrg. , vol.120 , Issue.7 , pp. 1166-1184
    • Ling, H.I.1    Tatsuoka, F.2
  • 22
    • 0025517031 scopus 로고
    • Static response of sands reinforced with randomly distributed fibers
    • JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1990)116:11(1661)
    • Maher M.H. Gray D.H. Static response of sands reinforced with randomly distributed fibers. J. Geotech. Engrg. 1990, 116(11):1661-1677. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1990)116:11(1661)
    • (1990) J. Geotech. Engrg. , vol.116 , Issue.11 , pp. 1661-1677
    • Maher, M.H.1    Gray, D.H.2
  • 23
    • 0032179775 scopus 로고    scopus 로고
    • On the micro mechanics of crushable aggregates
    • GTNQA8, 0016-8505, 10.1680/geot.1998.48.5.667
    • McDowell G.R. Bolton M.D. On the micro mechanics of crushable aggregates. Geotechnique 1998, 48(5):667-679. GTNQA8, 0016-8505, 10.1680/geot.1998.48.5.667
    • (1998) Geotechnique , vol.48 , Issue.5 , pp. 667-679
    • McDowell, G.R.1    Bolton, M.D.2
  • 24
    • 0037322404 scopus 로고    scopus 로고
    • Triaxial compression of sand reinforced with fibers
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:2(125)
    • Michalowski R.L. Cermák J. Triaxial compression of sand reinforced with fibers. J. Geotech. Geoenviron. Eng. 2003, 129(2):125-136. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2003)129:2(125)
    • (2003) J. Geotech. Geoenviron. Eng. , vol.129 , Issue.2 , pp. 125-136
    • Michalowski, R.L.1    Cermák, J.2
  • 25
    • 0029416126 scopus 로고
    • A compression model for cohesionless soils
    • GTNQA8, 0016-8505, 10.1680/geot.1995.45.4.611
    • Pestana J.M. Whittle A.J. A compression model for cohesionless soils. Geotechnique 1995, 45(4):611-631. GTNQA8, 0016-8505, 10.1680/geot.1995.45.4.611
    • (1995) Geotechnique , vol.45 , Issue.4 , pp. 611-631
    • Pestana, J.M.1    Whittle, A.J.2
  • 26
    • 0038344412 scopus 로고    scopus 로고
    • Isotropic yielding in an artificially cemented soil cured under stress
    • GTNQA8, 0016-8505
    • Rotta G.V. Consoli N.C. Prietto P.D. M. Coop M.R. Graham J. Isotropic yielding in an artificially cemented soil cured under stress. Geotechnique 2003, 53(5):493-502. GTNQA8, 0016-8505
    • (2003) Geotechnique , vol.53 , Issue.5 , pp. 493-502
    • Rotta, G.V.1    Consoli, N.C.2    Prietto, P.D.M.3    Coop, M.R.4    Graham, J.5
  • 27
    • 0035277198 scopus 로고    scopus 로고
    • Engineering properties of sand-fiber mixtures for road construction
    • JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2001)127:3(258)
    • Santoni R.L. Tingle J.S. Webster S.L. Engineering properties of sand-fiber mixtures for road construction. J. Geotech. Geoenviron. Eng. 2001b, 127(3):258-268. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2001)127:3(258)
    • (2001) J. Geotech. Geoenviron. Eng. , vol.127 , Issue.3 , pp. 258-268
    • Santoni, R.L.1    Tingle, J.S.2    Webster, S.L.3
  • 28
    • 0035277921 scopus 로고    scopus 로고
    • Engineering properties of sand-fiber mixtures for road construction
    • JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2001)127:2(96)
    • Santoni R.L. Webster S.L. Engineering properties of sand-fiber mixtures for road construction. J. Transp. Eng. 2001a, 127(2):96-104. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2001)127:2(96)
    • (2001) J. Transp. Eng. , vol.127 , Issue.2 , pp. 96-104
    • Santoni, R.L.1    Webster, S.L.2
  • 29
    • 0036147680 scopus 로고    scopus 로고
    • Airfields and roads construction using fiber stabilization of sands
    • JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2002)128:1(9)
    • Tingle J.S. Santoni R.L. Webster S.L. Airfields and roads construction using fiber stabilization of sands. J. Transp. Eng. 2002, 128(1):9-16. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2002)128:1(9)
    • (2002) J. Transp. Eng. , vol.128 , Issue.1 , pp. 9-16
    • Tingle, J.S.1    Santoni, R.L.2    Webster, S.L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.