메뉴 건너뛰기




Volumn 132, Issue 3, 2006, Pages 322-336

Small-strain shear moduli of chemically stabilized sulfate-bearing cohesive soils

Author keywords

Cements; Clays; Heaving; Lime; Shear modulus; Stabilization; Stiffness; Sulfates

Indexed keywords

CEMENTS; CLAY; COMPACTION; ELASTIC MODULI; LIME; MOISTURE; STABILIZATION; STIFFNESS; STRAIN MEASUREMENT; SULFUR COMPOUNDS;

EID: 32944464055     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:3(322)     Document Type: Article
Times cited : (60)

References (29)
  • 1
    • 32944455510 scopus 로고    scopus 로고
    • "D3551-02 standard practice for laboratory preparation of soil-lime mixtures using a mechanical mixer"
    • American Society for Testing and Materials (ASTM) Philadelphia
    • American Society for Testing and Materials (ASTM) (1998). "D3551-02 standard practice for laboratory preparation of soil-lime mixtures using a mechanical mixer." Annual Book of ASTM Standards, Volume 04.08, Philadelphia.
    • (1998) Annual Book of ASTM Standards , vol.4 , Issue.8
  • 2
    • 0016993321 scopus 로고
    • "Effects of straining on shear modulus of clays"
    • ZZZZZZ0093-6405
    • Anderson, D. G., and Richart, F. E., (1976). "Effects of straining on shear modulus of clays." J. Geotech. Eng. Div., Am. Soc. Civ. Eng.ZZZZZZ0093-6405, 102(9), 975-987.
    • (1976) J. Geotech. Eng. Div., Am. Soc. Civ. Eng. , vol.102 , Issue.9 , pp. 975-987
    • Anderson, D.G.1    Richart, F.E.2
  • 3
    • 0042222336 scopus 로고    scopus 로고
    • "Analysis of bender element tests"
    • GTJODJ0149-6115
    • Arulnathan, R., Boulanger, R. W., and Riemer, M. F. (1998). "Analysis of bender element tests." Geotech. Test. J.GTJODJ0149-6115, 21(2), 120-131.
    • (1998) Geotech. Test. J. , vol.21 , Issue.2 , pp. 120-131
    • Arulnathan, R.1    Boulanger, R.W.2    Riemer, M.F.3
  • 4
    • 32944467132 scopus 로고
    • "Determination of tangent stiffness parameters from soil test data"
    • Atkinson, J. H., Richardson, D., and Woods, R. I. (1986). "Determination of tangent stiffness parameters from soil test data." Int. J. Comput. Geotechnics, 3, 131-140.
    • (1986) Int. J. Comput. Geotechnics , vol.3 , pp. 131-140
    • Atkinson, J.H.1    Richardson, D.2    Woods, R.I.3
  • 5
    • 0025751434 scopus 로고
    • "Experimental determination of stress-strain-time characteristics in laboratory and in situ tests"
    • Florence, Italy
    • Atkinson, J. H., and Sallfors, G. (1991). "Experimental determination of stress-strain-time characteristics in laboratory and in situ tests." Proc., 10th ECSMFE Conf., Florence, Italy, Vol. 3, 915-956.
    • (1991) Proc., 10th ECSMFE Conf. , vol.3 , pp. 915-956
    • Atkinson, J.H.1    Sallfors, G.2
  • 6
    • 0031170952 scopus 로고    scopus 로고
    • "Low strain shear moduli of cemented sands"
    • JGGEFK1090-024110.1061/(ASCE)1090-0241(1997)123:6(540)
    • Baig, S. B., Picornell, M., and Nazarian, S. (1997). "Low strain shear moduli of cemented sands." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(1997)123:6(540), 123(6), 540-545.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.6 , pp. 540-545
    • Baig, S.B.1    Picornell, M.2    Nazarian, S.3
  • 7
    • 1142295399 scopus 로고    scopus 로고
    • "Experimental study on the aging of sands"
    • PhD thesis, Virginia Tech, Blacksburg, Va
    • Baxter, C. D. P. (1999). "Experimental study on the aging of sands." PhD thesis, Virginia Tech, Blacksburg, Va.
    • (1999)
    • Baxter C.D., P.1
  • 8
    • 0030412137 scopus 로고    scopus 로고
    • "Measurement of shear waves in laboratory specimens by means of piezoelectric transducers"
    • GTJODJ0149-6115
    • Brignoli, E. G. M., Gotti, M., and Stokoe, K. H. (1996). "Measurement of shear waves in laboratory specimens by means of piezoelectric transducers." Geotech. Test. J.GTJODJ0149-6115, 19(4), 384-397.
    • (1996) Geotech. Test. J. , vol.19 , Issue.4 , pp. 384-397
    • Brignoli E.G., M.1    Gotti, M.2    Stokoe, K.H.3
  • 10
    • 0024772516 scopus 로고
    • "Gmax measured in oedometer and DSS tests using bender elements"
    • Rio de Janeiro, Brazil
    • Dyvik, R., and Olsen, T. S. (1989). "Gmax measured in oedometer and DSS tests using bender elements." Proc. 12th ICSMFE Conf., Rio de Janeiro, Brazil, Vol. 1, 39-42.
    • (1989) Proc. 12th ICSMFE Conf. , vol.1 , pp. 39-42
    • Dyvik, R.1    Olsen, T.S.2
  • 11
    • 0037668607 scopus 로고    scopus 로고
    • "Small-strain stiffness and damping ratio of Pisa clay from surface wave tests"
    • GTNQA80016-850510.1680/geot.53.5.455.37510
    • Foti, S. (2003). "Small-strain stiffness and damping ratio of Pisa clay from surface wave tests." GeotechniqueGTNQA80016-850510.1680/ geot.53.5.455.37510, 53(5), 455-461.
    • (2003) Geotechnique , vol.53 , Issue.5 , pp. 455-461
    • Foti, S.1
  • 12
    • 0038275727 scopus 로고    scopus 로고
    • "Experimental investigation of dynamic response of compacted clayey soils"
    • GTJODJ0149-6115
    • Gokhan, I., Yesiller, N., and Kagawa, T. (2003). "Experimental investigation of dynamic response of compacted clayey soils." Geotech. Test. J.GTJODJ0149-6115, 26(2), 125-141.
    • (2003) Geotech. Test. J. , vol.26 , Issue.2 , pp. 125-141
    • Gokhan, I.1    Yesiller, N.2    Kagawa, T.3
  • 13
    • 0015360542 scopus 로고
    • "Shear modulus and damping in soils: Measurement and parameter effects"
    • JSFEAQ0044-7994
    • Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils: Measurement and parameter effects." J. Soil Mech. Found. Div.JSFEAQ0044-7994, 98(6), 603-624.
    • (1972) J. Soil Mech. Found. Div. , vol.98 , Issue.6 , pp. 603-624
    • Hardin, B.O.1    Drnevich, V.P.2
  • 14
    • 0023965390 scopus 로고
    • "Lime-induced heave in sulfate-bearing clay soils"
    • JGENDZ0733-9410
    • Hunter, D. (1988). "Lime-induced heave in sulfate-bearing clay soils." J. Geotech. Eng.JGENDZ0733-9410, 114(2), 150-167.
    • (1988) J. Geotech. Eng. , vol.114 , Issue.2 , pp. 150-167
    • Hunter, D.1
  • 15
    • 0345349423 scopus 로고
    • "The geochemistry of lime-induced heave in sulfate bearing clay soils"
    • PhD dissertation, Univ. of Nevada, Reno, Nev
    • Hunter, D. (1989). "The geochemistry of lime-induced heave in sulfate bearing clay soils." PhD dissertation, Univ. of Nevada, Reno, Nev.
    • (1989)
    • Hunter, D.1
  • 16
    • 0002339230 scopus 로고    scopus 로고
    • "The measurement of stiffness of clays with bender element tests in the triaxial apparatus"
    • GTJODJ0149-6115
    • Jovicic, V., and Coop, M. R. (1998). "The measurement of stiffness of clays with bender element tests in the triaxial apparatus." Geotech. Test. J.GTJODJ0149-6115, 21(1), 3-10.
    • (1998) Geotech. Test. J. , vol.21 , Issue.1 , pp. 3-10
    • Jovicic, V.1    Coop, M.R.2
  • 17
    • 0030158307 scopus 로고    scopus 로고
    • "Objective criteria for determining Gmax from bender element tests"
    • GTNQA80016-8505
    • Jovicic, V., Coop, R., and Simic, M. (1996). "Objective criteria for determining Gmax from bender element tests." GeotechniqueGTNQA80016-8505, 46(2), 357-362.
    • (1996) Geotechnique , vol.46 , Issue.2 , pp. 357-362
    • Jovicic, V.1    Coop, R.2    Simic, M.3
  • 18
    • 32944480133 scopus 로고    scopus 로고
    • "Evaluation of low strain shear moduli of stabilized sulfate bearing soils using bender elements"
    • MS thesis, The Univ. of Texas at Arlington, Arlington, Tex
    • Kadam, R. (2003). "Evaluation of low strain shear moduli of stabilized sulfate bearing soils using bender elements." MS thesis, The Univ. of Texas at Arlington, Arlington, Tex, 155.
    • (2003) , pp. 155
    • Kadam, R.1
  • 20
    • 0022677584 scopus 로고
    • "Practical problems from surprising soil behavior"
    • MAMGA80025-570X
    • Mitchell, J. K. (1986). "Practical problems from surprising soil behavior," Math. Mag.MAMGA80025-570X, 112(3), 259-289.
    • (1986) Math. Mag. , vol.112 , Issue.3 , pp. 259-289
    • Mitchell, J.K.1
  • 21
    • 0026692335 scopus 로고
    • "Clay soil heave caused by lime-sulfate reactions"
    • ASTTA80066-0558
    • Mitchell, J. K., and Dermatas, D. (1990). "Clay soil heave caused by lime-sulfate reactions." ASTM Spec. Tech. Publ.ASTTA80066-0558, 1135, 41-64.
    • (1990) ASTM Spec. Tech. Publ. , vol.1135 , pp. 41-64
    • Mitchell, J.K.1    Dermatas, D.2
  • 22
  • 23
    • 0003576954 scopus 로고
    • "Studies of factors causing and influencing localized heave of lime treated clay soils (sulfate induced heave)"
    • Final Rep., Prepared for The Univ. of Texas at Arlington, Arlington, Tex
    • Petry, T. M. (1994). "Studies of factors causing and influencing localized heave of lime treated clay soils (sulfate induced heave)." Final Rep., Prepared for The Univ. of Texas at Arlington, Arlington, Tex.
    • (1994)
    • Petry, T.M.1
  • 24
    • 14844303892 scopus 로고    scopus 로고
    • "Experimental studies on ettringite-induced heaving in soils"
    • JGGEFK1090-024110.1061/(ASCE)1090-0241(2005)131:3(325)
    • Puppala, A. J., Intharasombat, N., and Vempati, R. (2005). "Experimental studies on ettringite-induced heaving in soils." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/ (ASCE)1090-0241(2005)131:3(325), 131(3), 325-337.
    • (2005) Geotech. Geoenviron. Eng. , vol.131 , Issue.3 , pp. 325-337
    • Puppala, A.J.1    Intharasombat, N.2    Vempati, R.3
  • 26
    • 0542388155 scopus 로고    scopus 로고
    • "Using reflected shear waves to measure small strain dynamic properties"
    • Research Rep. No. UCB/GT-98-01, Univ. of California, Berkeley, Calif
    • Riemer, M. F., Gookin, W. B., Bray, J. D., and Wartman, J. (1998). "Using reflected shear waves to measure small strain dynamic properties." Research Rep. No. UCB/GT-98-01, Univ. of California, Berkeley, Calif.
    • (1998)
    • Riemer, M.F.1    Gookin, W.B.2    Bray, J.D.3    Wartman, J.4
  • 27
    • 0025448624 scopus 로고
    • "Laboratory measurement of small strain shear modulus under ko conditions"
    • GTJODJ0149-6115
    • Thomann, J. G., and Hryciw, R. D. (1990). "Laboratory measurement of small strain shear modulus under ko conditions." Geotech. Test. J.GTJODJ0149-6115, 13(2), 97-105.
    • (1990) Geotech. Test. J. , vol.13 , Issue.2 , pp. 97-105
    • Thomann, J.G.1    Hryciw, R.D.2
  • 28
    • 0028974917 scopus 로고
    • "Interpretation of bender element tests"
    • GTNQA80016-8505
    • Viggiani, G., and Atkinson, J. H. (1995). "Interpretation of bender element tests." GeotechniqueGTNQA80016-8505, 45(1), 149-154.
    • (1995) Geotechnique , vol.45 , Issue.1 , pp. 149-154
    • Viggiani, G.1    Atkinson, J.H.2
  • 29
    • 32944479770 scopus 로고    scopus 로고
    • "Experimental studies to evaluate volume change movements in chemically treated sulfate rich soils"
    • PhD thesis, The Univ. of Texas at Arlington, Arlington, Tex
    • Wattanasanticharoen, E. (2004). "Experimental studies to evaluate volume change movements in chemically treated sulfate rich soils." PhD thesis, The Univ. of Texas at Arlington, Arlington, Tex, 295.
    • (2004) , pp. 295
    • Wattanasanticharoen, E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.