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Volumn 135, Issue 10, 2009, Pages 1390-1403

Modulus-suction-moisture relationship for compacted soils in postcompaction state

Author keywords

Compacted soils; Moisture; Shear modulus; Shear waves; Soil compaction; Soil water; Stiffness; Suction; Unsaturated soils

Indexed keywords

COMPACTION; DESORPTION; ELASTIC MODULI; MECHANICAL PROPERTIES; POWDERS; SHEAR STRAIN; SHEAR WAVES; SOIL MECHANICS; SOIL MOISTURE; STIFFNESS; UNDERWATER SOILS;

EID: 70349543842     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000108     Document Type: Article
Times cited : (121)

References (63)
  • 1
    • 0022808668 scopus 로고
    • "Low strain dynamic properties of artificially cemented sand"
    • JGENDZ0733-9410 10.1061/(ASCE)0733-9410(1986)112:11(1001)
    • Acar, Y. B., and El-Tahir, E. A. (1986). "Low strain dynamic properties of artificially cemented sand." J. Geotech. Engrg. JGENDZ0733-9410, 112(11), 1001-1015.10.1061/ (ASCE)0733-9410(1986)112:11(1001)
    • (1986) J. Geotech. Engrg. , vol.112 , Issue.11 , pp. 1001-1015
    • Acar, Y.B.1    El-Tahir, E.A.2
  • 2
    • 0141908676 scopus 로고    scopus 로고
    • "Properties of unsaturated soils and slope stability of expansive soil"
    • International Academic, Beijing
    • Bao, C. G., Gong, B., and Zhan, L. (1998). "Properties of unsaturated soils and slope stability of expansive soil." Proc., 2nd Int. Conf. on Unsaturated Soils, International Academic, Beijing, 71-98.
    • (1998) Proc., 2nd Int. Conf. on Unsaturated Soils , pp. 71-98
    • Bao, C.G.1    Gong, B.2    Zhan, L.3
  • 3
    • 0000212475 scopus 로고
    • "The principle of effective stress"
    • Bishop, A. W. (1959). "The principle of effective stress." Tecnisk Ukeblad, 106(39), 859-863.
    • (1959) Tecnisk Ukeblad , vol.106 , Issue.39 , pp. 859-863
    • Bishop, A.W.1
  • 4
    • 85018829143 scopus 로고
    • "Stress-strain relations for partially saturated soils"
    • GTNQA80016-8505
    • Coleman, J. D. (1962). "Stress-strain relations for partially saturated soils." Geotechnique GTNQA80016-8505, 12(4), 348-350.
    • (1962) Geotechnique , vol.12 , Issue.4 , pp. 348-350
    • Coleman, J.D.1
  • 5
    • 0037937614 scopus 로고    scopus 로고
    • "Influence of matric suction on the results of plate load tests performed on a lateritic soil deposit"
    • GTJODJ0149-6115
    • Costa, Y. D., Cintra, J. C., and Zornberg, J. G. (2003). "Influence of matric suction on the results of plate load tests performed on a lateritic soil deposit." Geotech. Test. J. GTJODJ0149-6115, 26(2), 1-9.
    • (2003) Geotech. Test. J. , vol.26 , Issue.2 , pp. 1-9
    • Costa, Y.D.1    Cintra, J.C.2    Zornberg, J.G.3
  • 7
    • 84914816056 scopus 로고
    • "Moisture movement and moisture equilibria in pavement systems"
    • Illinois Cooperative Highway Research and Transportation Program Dept. of Civil Engineering, Univ. of Illinois, Urbana, Ill
    • Dempsey, B. J. (1979). "Moisture movement and moisture equilibria in pavement systems." Illinois Cooperative Highway Research and Transportation Program, Transportation Engineering Series 25, Rep. No. 179, Dept. of Civil Engineering, Univ. of Illinois, Urbana, Ill.
    • (1979) Transportation Engineering Series 25, Rep. No. 179
    • Dempsey, B.J.1
  • 9
    • 47749129751 scopus 로고
    • "Influence of fabric and soil-water potential on stress-strain response of clay"
    • Ph.D. thesis, Northwestern Univ., Evanston, Ill
    • Edil, T. B. (1973). "Influence of fabric and soil-water potential on stress-strain response of clay." Ph.D. thesis, Northwestern Univ., Evanston, Ill.
    • (1973)
    • Edil, T.B.1
  • 10
    • 49549127422 scopus 로고
    • "Influence of fabric and soil-water potential on the mechanical behavior of kaolinitic clay"
    • GEDMAB0016-7061 10.1016/0016-7061(76)90059-8
    • Edil, T. B., and Krizek, R. J. (1976). "Influence of fabric and soil-water potential on the mechanical behavior of kaolinitic clay." Geoderma GEDMAB0016-7061, 15, 831-840.10.1016/ 0016-7061(76)90059-8
    • (1976) Geoderma , vol.15 , pp. 831-840
    • Edil, T.B.1    Krizek, R.J.2
  • 11
    • 0018702529 scopus 로고
    • "Soil-water potential and resilient behavior of subgrade soils"
    • Transportation Research Board, Washington, D.C
    • Edil, T. B., and Motan, S. E. (1979). "Soil-water potential and resilient behavior of subgrade soils." Transportation Research Record. 705, Transportation Research Board, Washington, D.C.
    • (1979) Transportation Research Record. 705
    • Edil, T.B.1    Motan, S.E.2
  • 12
    • 0343187168 scopus 로고
    • "Mechanical behavior and testing methods of unsaturated soils"
    • ASTM STP 740, ASTM, West Conshohoken, Pa
    • Edil, T. B., Motan, S. E., and Toha, F. X. (1981). "Mechanical behavior and testing methods of unsaturated soils." Laboratory Shear Strength of Soil, ASTM STP 740, ASTM, West Conshohoken, Pa.
    • (1981) Laboratory Shear Strength of Soil
    • Edil, T.B.1    Motan, S.E.2    Toha, F.X.3
  • 13
    • 0000232086 scopus 로고
    • "The deformation characteristics of subgrade soils for highways and runways in northern enviroments"
    • CGJOAH0008-3674 10.1139/t75-026
    • Fredlund, D. G., Bergan, A. T., and Sauer, E. K. (1975). "The deformation characteristics of subgrade soils for highways and runways in northern enviroments." Can. Geotech. J. CGJOAH0008-3674, 12(2), 213-223.10.1139/t75-026
    • (1975) Can. Geotech. J. , vol.12 , Issue.2 , pp. 213-223
    • Fredlund, D.G.1    Bergan, A.T.2    Sauer, E.K.3
  • 14
    • 0017722586 scopus 로고
    • "Relation between resilient modulus and stress conditions for cohesive subgrade soils"
    • Transportation Research Board, Washington, D.C
    • Fredlund, D. G., Bergan, A. T., and Wong, P. K. (1977). "Relation between resilient modulus and stress conditions for cohesive subgrade soils." Transportation Research Record. 642, Transportation Research Board, Washington, D.C.
    • (1977) Transportation Research Record. 642
    • Fredlund, D.G.1    Bergan, A.T.2    Wong, P.K.3
  • 15
    • 0017494670 scopus 로고
    • "Stress state variables for unsaturated soils"
    • 0733-9410
    • Fredlund, D. G., and Morgenstern, N. R. (1977). "Stress state variables for unsaturated soils." J. Geotech. Eng., 103(GT5), 447-466. 0733-9410
    • (1977) J. Geotech. Eng. , vol.103 , Issue.GT5 , pp. 447-466
    • Fredlund, D.G.1    Morgenstern, N.R.2
  • 16
    • 0018002786 scopus 로고
    • "The shear strength of unsaturated soils"
    • CGJOAH0008-3674 10.1139/t78-029
    • Fredlund, D. G., Morgernstern, N. R., and Widger, R. A. (1978). "The shear strength of unsaturated soils." Can. Geotech. J. CGJOAH0008-3674, 15(3), 313-321.10.1139/t78-029
    • (1978) Can. Geotech. J. , vol.15 , Issue.3 , pp. 313-321
    • Fredlund, D.G.1    Morgernstern, N.R.2    Widger, R.A.3
  • 18
    • 0028480750 scopus 로고
    • "Equations for the soil-water characteristic curve"
    • CGJOAH0008-3674 10.1139/t94-061
    • Fredlund, D. G., and Xing, A. (1994). "Equations for the soil-water characteristic curve." Can. Geotech. J. CGJOAH0008-3674, 31(4), 521-532. 10.1139/t94-061
    • (1994) Can. Geotech. J. , vol.31 , Issue.4 , pp. 521-532
    • Fredlund, D.G.1    Xing, A.2
  • 19
    • 0030157748 scopus 로고    scopus 로고
    • "The relationship of the unsaturated soil shear strength to the soil-water characteristic curve"
    • CGJOAH0008-3674 10.1139/t96-065
    • Fredlund, D. G., Xing, A., Fredlund, M. D., and Barbour, S. L. (1996). "The relationship of the unsaturated soil shear strength to the soil-water characteristic curve." Can. Geotech. J. CGJOAH0008-3674, 33(3), 440-448.10.1139/t96-065
    • (1996) Can. Geotech. J. , vol.33 , Issue.3 , pp. 440-448
    • Fredlund, D.G.1    Xing, A.2    Fredlund, M.D.3    Barbour, S.L.4
  • 21
    • 0024686438 scopus 로고
    • "Elasticity of particulate materials"
    • JGENDZ0733-9410 10.1061/(ASCE)0733-9410(1989)115:6(788)
    • Hardin, B. O., and Blandford, G. E. (1989). "Elasticity of particulate materials." J. Geotech. Engrg. JGENDZ0733-9410, 115(GT6), 788-805.10.1061/(ASCE)0733-9410(1989)115:6(788)
    • (1989) J. Geotech. Engrg. , vol.115 , Issue.GT6 , pp. 788-805
    • Hardin, B.O.1    Blandford, G.E.2
  • 22
    • 0031105840 scopus 로고    scopus 로고
    • "The work input to an unsaturated granular material"
    • GTNQA80016-8505
    • Houlsby, G. T. (1997). "The work input to an unsaturated granular material." Geotechnique GTNQA80016-8505, 47(1), 193-196.
    • (1997) Geotechnique , vol.47 , Issue.1 , pp. 193-196
    • Houlsby, G.T.1
  • 23
    • 84914817816 scopus 로고    scopus 로고
    • "A pressure plate extractor device for assessment of SWCC under net radial confinement"
    • Eastern Mediterranean University Press, Famagusta, N. Cyprus
    • Hoyos, L. R., Takkkabutr, P., and Puppala, A. J. (2005). "A pressure plate extractor device for assessment of SWCC under net radial confinement." Proc., Int. Conf. on Problematic Soils, Eastern Mediterranean University Press, Famagusta, N. Cyprus, 123-130.
    • (2005) Proc., Int. Conf. on Problematic Soils , pp. 123-130
    • Hoyos, L.R.1    Takkkabutr, P.2    Puppala, A.J.3
  • 24
    • 70349489835 scopus 로고    scopus 로고
    • "Field and laboratory suction-soil moisture relationship of unsaturated residual soils"
    • Huat, B. B. K., Ali, F. H., and Abdullah, A. (2005). "Field and laboratory suction-soil moisture relationship of unsaturated residual soils." American Journal of Environmental Sciences, 1(1), 34-40.
    • (2005) American Journal of Environmental Sciences , vol.1 , Issue.1 , pp. 34-40
    • Huat, B.B.K.1    Ali, F.H.2    Abdullah, A.3
  • 25
    • 0038275727 scopus 로고    scopus 로고
    • "Experimental investigation of dynamic response of compacted clayey soils"
    • GTJODJ0149-6115
    • Inci, G., 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
    • Inci, G.1    Yesiller, N.2    Kagawa, T.3
  • 27
    • 3242764531 scopus 로고    scopus 로고
    • "Effective stress in unsaturated soils: Review with new evidence"
    • IJGNAI1532-3641 10.1061/(ASCE)1532-3641(2004)4:2(115)
    • Khalili, N., Geiser, F., and Blight, G. E. (2004). "Effective stress in unsaturated soils: Review with new evidence." Int. J. Geomech. IJGNAI1532-3641, 4(2), 115-126.10.1061/ (ASCE)1532-3641(2004)4:2(115)
    • (2004) Int. J. Geomech. , vol.4 , Issue.2 , pp. 115-126
    • Khalili, N.1    Geiser, F.2    Blight, G.E.3
  • 28
    • 0032181240 scopus 로고    scopus 로고
    • "A unique relationship for χ for the determination of the shear strength of unsaturated soils"
    • GTNQA80016-8505
    • Khalili, N., and Khabbaz, M. H. (1998). "A unique relationship for χ for the determination of the shear strength of unsaturated soils." Geotechnique GTNQA80016-8505, 48(5), 681-687.
    • (1998) Geotechnique , vol.48 , Issue.5 , pp. 681-687
    • Khalili, N.1    Khabbaz, M.H.2
  • 29
    • 14644417907 scopus 로고    scopus 로고
    • "Correlation between resilient modulus, moisture variation, soil suction for subgrade soils"
    • Transportation Research Board, Washington, D.C
    • Khoury, N. N., and Zaman, M. M. (2004). "Correlation between resilient modulus, moisture variation, soil suction for subgrade soils." Transportation Research Record. 1874, Transportation Research Board, Washington, D.C.
    • (2004) Transportation Research Record. 1874
    • Khoury, N.N.1    Zaman, M.M.2
  • 31
    • 24944458624 scopus 로고    scopus 로고
    • "Bender elements: Performance and signal interpretation"
    • JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2005)131:9(1063)
    • Lee, J.-S., and Santamarina, J. C. (2005). "Bender elements: Performance and signal interpretation." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 131(9), 1063-1070.10.1061/ (ASCE)1090-0241(2005)131:9(1063)
    • (2005) J. Geotech. Geoenviron. Eng. , vol.131 , Issue.9 , pp. 1063-1070
    • Lee, J.-S.1    Santamarina, J.C.2
  • 32
    • 0036749453 scopus 로고    scopus 로고
    • "Factors affecting the filter paper method for total and matric suction measurement"
    • GTJODJ0149-6115
    • Leong, E. C., He, L., and Rahardjo, H. (2002). "Factors affecting the filter paper method for total and matric suction measurement." Geotech. Test. J. GTJODJ0149-6115, 25(3), 322-333.
    • (2002) Geotech. Test. J. , vol.25 , Issue.3 , pp. 322-333
    • Leong, E.C.1    He, L.2    Rahardjo, H.3
  • 33
    • 0031415670 scopus 로고    scopus 로고
    • "Review of soil-water characteristic curve equations"
    • JGGEFK1090-0241 10.1061/(ASCE)1090-0241(1997)123:12(1106)
    • Leong, E. C., and Rahardjo, H. (1997). "Review of soil-water characteristic curve equations." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 123(12), 1106-1117.10.1061/ (ASCE)1090-0241(1997)123:12(1106)
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.12 , pp. 1106-1117
    • Leong, E.C.1    Rahardjo, H.2
  • 34
    • 8744248408 scopus 로고    scopus 로고
    • "Profiles of steady-state suction stress in unsaturated soils"
    • JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2004)130:10(1063)
    • Lu, N., and Griffiths, D. V. (2004). "Profiles of steady-state suction stress in unsaturated soils." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 130(10), 1063-1076.10.1061/ (ASCE)1090-0241(2004)130:10(1063)
    • (2004) J. Geotech. Geoenviron. Eng. , vol.130 , Issue.10 , pp. 1063-1076
    • Lu, N.1    Griffiths, D.V.2
  • 35
    • 0041995587 scopus 로고    scopus 로고
    • "Engineering structures in expansive soils"
    • Rio de Janeiro, Brazil
    • Lytton, R. L. (1997). "Engineering structures in expansive soils." Proc., 3rd Int. Symp. on Unsaturated Soils, Rio de Janeiro, Brazil, 333-354.
    • (1997) Proc., 3rd Int. Symp. on Unsaturated Soils , pp. 333-354
    • Lytton, R.L.1
  • 36
    • 0036009656 scopus 로고    scopus 로고
    • "Small strain behavior of a silty sand in controlled-suction resonant column-torsional shear tests"
    • CGJOAH0008-3674 10.1139/t01-076
    • Mancuso, C., Vassallo, R., and d'Onofrio, A. (2002). "Small strain behavior of a silty sand in controlled-suction resonant column-torsional shear tests." Can. Geotech. J. CGJOAH0008-3674, 39(1), 22-31. 10.1139/t01-076
    • (2002) Can. Geotech. J. , vol.39 , Issue.1 , pp. 22-31
    • Mancuso, C.1    Vassallo, R.2    d'Onofrio, A.3
  • 37
    • 33845517644 scopus 로고    scopus 로고
    • "Influence of the suction on the stiffness at very small strains"
    • Unsaturated Soils 2006, ASCE, Reston, Va
    • Mendoza, C. E., and Colmenares, J. E. (2006). "Influence of the suction on the stiffness at very small strains." Proc., of the 4th Int. Conf. on Unsaturated Soils, Unsaturated Soils 2006, ASCE, Reston, Va., 529-540.
    • (2006) Proc., of the 4th Int. Conf. on Unsaturated Soils , pp. 529-540
    • Mendoza, C.E.1    Colmenares, J.E.2
  • 38
    • 0036714982 scopus 로고    scopus 로고
    • "Impact of soil type and compaction conditions on soil water characteristic"
    • JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2002)128:9(733)
    • Miller, C. J., Yesiller, N., Yaldo, K., and Merayyan, S. (2002). "Impact of soil type and compaction conditions on soil water characteristic." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 128(9), 733-742.10.1061/(ASCE)1090-0241(2002)128:9(733)
    • (2002) J. Geotech. Geoenviron. Eng. , vol.128 , Issue.9 , pp. 733-742
    • Miller, C.J.1    Yesiller, N.2    Yaldo, K.3    Merayyan, S.4
  • 40
    • 0020250387 scopus 로고
    • "Repetitive-load behavior of unsaturated soils"
    • Transportation Research Board, Washington, D.C
    • Motan, S. E., and Edil, T. B. (1982). "Repetitive-load behavior of unsaturated soils." Transportation Research Record. 872, Transportation Research Board, Washington, D.C.
    • (1982) Transportation Research Record. 872
    • Motan, S.E.1    Edil, T.B.2
  • 41
    • 3342971148 scopus 로고    scopus 로고
    • "Laboratory determination of resilient modulus for flexible pavement design"
    • National Cooperative Highway Research Program (NCHRP). Washington, D.C
    • National Cooperative Highway Research Program (NCHRP). (2004). "Laboratory determination of resilient modulus for flexible pavement design." NCHRP Project 1-28, Washington, D.C.
    • (2004) NCHRP Project 1-28
  • 42
    • 33845401990 scopus 로고    scopus 로고
    • "A simple method for determining modulus of base and subgrade materials"
    • ASTM STP 1437, G. N. Durham, W. A. Marr, and W. L. De Groff, eds., ASTM International, West Conshohocken, Pa
    • Nazarian, S., Yuan, D., and Williams, R. R. (2003). "A simple method for determining modulus of base and subgrade materials." Resilient modulus testing for pavement components, ASTM STP 1437, G. N. Durham, W. A. Marr, and W. L. De Groff, eds., ASTM International, West Conshohocken, Pa.
    • (2003) Resilient Modulus Testing For Pavement Components
    • Nazarian, S.1    Yuan, D.2    Williams, R.R.3
  • 43
    • 70349523114 scopus 로고    scopus 로고
    • "Anisotropy small strain shear moduli of unsaturated completely decomposed tuff"
    • Science Press, Beijjing
    • Ng, C. W. W., and Xu, J. (2007). "Anisotropy small strain shear moduli of unsaturated completely decomposed tuff." Proc., of the 3rd Asian Conf. on Unsaturated Soils, Science Press, Beijjing, 47-65.
    • (2007) Proc., of the 3rd Asian Conf. on Unsaturated Soils , pp. 47-65
    • Ng, C.W.W.1    Xu, J.2
  • 44
    • 0001023028 scopus 로고    scopus 로고
    • "Determination of shear strength parameters of unsaturated silts and sands based on the water retention curve"
    • GTJODJ0149-6115 10.1520/GTJ11419J
    • Oberg, A., and Sallfors, G. (1997). "Determination of shear strength parameters of unsaturated silts and sands based on the water retention curve." Geotech. Test. J. GTJODJ0149-6115, 20(1), 40-48.10.1520/GTJ11419J
    • (1997) Geotech. Test. J. , vol.20 , Issue.1 , pp. 40-48
    • Oberg, A.1    Sallfors, G.2
  • 46
    • 0001327268 scopus 로고
    • "Pore water pressures in unsaturated soils"
    • 0044-7994
    • Olson, R. E., and Langfelder, L. J. (1965). "Pore water pressures in unsaturated soils." J. Soil Mech. Found. Div., 91(SM4), 127-150. 0044-7994
    • (1965) J. Soil Mech. Found. Div. , vol.91 , Issue.SM4 , pp. 127-150
    • Olson, R.E.1    Langfelder, L.J.2
  • 49
    • 84984541731 scopus 로고
    • "The effect of climatic factors on subgrade moisture conditions"
    • GTNQA80016-8505
    • Russam, K., and Coleman, J. D. (1961). "The effect of climatic factors on subgrade moisture conditions." Geotechnique GTNQA80016-8505, 11(1), 22-28.
    • (1961) Geotechnique , vol.11 , Issue.1 , pp. 22-28
    • Russam, K.1    Coleman, J.D.2
  • 50
    • 0003978147 scopus 로고
    • "Analytical studies of body wave propagation and attenuation"
    • Univ. of Texas, Austin, Tex
    • Sanchez-Salinero, I., Roesset, J. M., and Stokoe, K. H., II (1986). "Analytical studies of body wave propagation and attenuation." Rep. No. GR 86-15, Univ. of Texas, Austin, Tex.
    • (1986) Rep. No. GR 86-15
    • Sanchez-Salinero, I.1    Roesset, J.M.2    Stokoe II, K.H.3
  • 51
    • 38549116301 scopus 로고    scopus 로고
    • "Stiffness-suction-moisture relationship for compacted soils"
    • Ph.D. thesis, Univ. of Wisconsin-Madison, Madison, Wis
    • Sawangsuriya, A. (2006). "Stiffness-suction-moisture relationship for compacted soils." Ph.D. thesis, Univ. of Wisconsin-Madison, Madison, Wis.
    • (2006)
    • Sawangsuriya, A.1
  • 52
    • 84914814213 scopus 로고    scopus 로고
    • "Stiffness behavior of an unsaturated pavement subgrade soil"
    • Eastern Mediterranean University Press, Famagusta, N. Cyprus
    • Sawangsuriya, A., Edil, T. B., and Bosscher, P. J. (2005). "Stiffness behavior of an unsaturated pavement subgrade soil." Proc., of Int. Conf. on Problematic Soils, Eastern Mediterranean University Press, Famagusta, N. Cyprus, 209-217.
    • (2005) Proc., of Int. Conf. on Problematic Soils , pp. 209-217
    • Sawangsuriya, A.1    Edil, T.B.2    Bosscher, P.J.3
  • 53
    • 0029332399 scopus 로고
    • "Characterization of subgrade soils at simulated field moisture"
    • Transportation Research Board, Washington, D.C
    • Thadkamalla, G. B., and George, K. P. (1995). "Characterization of subgrade soils at simulated field moisture." Transportation Research Record. 1481, Transportation Research Board, Washington, D.C.
    • (1995) Transportation Research Record. 1481
    • Thadkamalla, G.B.1    George, K.P.2
  • 54
    • 0002048389 scopus 로고
    • "An approach toward a rational classification of climate"
    • GEORAD0016-7428 10.2307/210739
    • Thornthwaite, C. W. (1948). "An approach toward a rational classification of climate." Geogr. Rev. GEORAD0016-7428, 38(1), 55-94.10.2307/210739
    • (1948) Geogr. Rev. , vol.38 , Issue.1 , pp. 55-94
    • Thornthwaite, C.W.1
  • 55
    • 0031280254 scopus 로고    scopus 로고
    • "Soil-water characteristic curves for compacted clays"
    • JGGEFK1090-0241 10.1061/(ASCE)1090-0241(1997)123:11(1060)
    • Tinjum, J. M., Benson, C. H., and Blotz, L. R. (1997). "Soil-water characteristic curves for compacted clays." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 123(11), 1060-1069.10.1061/ (ASCE)1090-0241(1997)123:11(1060)
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.11 , pp. 1060-1069
    • Tinjum, J.M.1    Benson, C.H.2    Blotz, L.R.3
  • 56
    • 0032207642 scopus 로고    scopus 로고
    • "Characterization of clayey subgrade materials for mechanistic design of flexible pavements"
    • Transportation Research Board
    • Uzan, J. (1998). "Characterization of clayey subgrade materials for mechanistic design of flexible pavements." Transportation Research Record. 1629, Transportation Research Board, 189-196
    • (1998) Transportation Research Record. 1629 , pp. 189-196
    • Uzan, J.1
  • 57
    • 0019057216 scopus 로고
    • "A closed-form equation for predicting the hydraulic conductivity of unsaturated soils"
    • SSSJD40361-5995
    • van Genuchten, M. (1980). "A closed-form equation for predicting the hydraulic conductivity of unsaturated soils." Soil Sci. Soc. Am. J. SSSJD40361-5995, 44, 892-898.
    • (1980) Soil Sci. Soc. Am. J. , vol.44 , pp. 892-898
    • van Genuchten, M.1
  • 59
    • 0030157621 scopus 로고    scopus 로고
    • "Model for the prediction of shear strength with respect to soil suction"
    • CGJOAH0008-3674 10.1139/t96-060
    • Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E., and Clifton, A. W. (1996). "Model for the prediction of shear strength with respect to soil suction." Can. Geotech. J. CGJOAH0008-3674, 33(3), 379-392.10.1139/t96-060
    • (1996) Can. Geotech. J. , vol.33 , Issue.3 , pp. 379-392
    • Vanapalli, S.K.1    Fredlund, D.G.2    Pufahl, D.E.3    Clifton, A.W.4
  • 60
    • 0028974917 scopus 로고
    • "Interpretation of bender element tests"
    • GTNQA80016-8505
    • Viggiani, G., and Atkinson, J. H. (1995). "Interpretation of bender element tests." Geotechnique GTNQA80016-8505, 45(1), 149-154.
    • (1995) Geotechnique , vol.45 , Issue.1 , pp. 149-154
    • Viggiani, G.1    Atkinson, J.H.2
  • 61
    • 1642357849 scopus 로고    scopus 로고
    • "Leak-free pressure plate extractor for measuring the soil water characteristic curve"
    • GTJODJ0149-6115
    • Wang, X., and Benson, C. H. (2004). "Leak-free pressure plate extractor for measuring the soil water characteristic curve." Geotech. Test. J. GTJODJ0149-6115, 27(2), 1-10.
    • (2004) Geotech. Test. J. , vol.27 , Issue.2 , pp. 1-10
    • Wang, X.1    Benson, C.H.2
  • 62
    • 0028974913 scopus 로고
    • "An elasto-plastic critical state framework for unsaturated soils"
    • GTNQA80016-8505
    • Wheeler, S. J., and Sivakumar, V. (1995). "An elasto-plastic critical state framework for unsaturated soils." Geotechnique GTNQA80016-8505, 45(1), 35-53.
    • (1995) Geotechnique , vol.45 , Issue.1 , pp. 35-53
    • Wheeler, S.J.1    Sivakumar, V.2
  • 63
    • 11344263161 scopus 로고    scopus 로고
    • "Factors affecting drying and wetting soil-water characteristic curves of sandy soils"
    • CGJOAH0008-3674 10.1139/t04-042
    • Yang, H., Rahardjo, H., Leong, E.-C., and Fredlund, D. G. (2004). "Factors affecting drying and wetting soil-water characteristic curves of sandy soils." Can. Geotech. J. CGJOAH0008-3674, 41(5), 908-920.10.1139/t04-042
    • (2004) Can. Geotech. J. , vol.41 , Issue.5 , pp. 908-920
    • Yang, H.1    Rahardjo, H.2    Leong, E.-C.3    Fredlund, D.G.4


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