메뉴 건너뛰기




Volumn , Issue 3, 2006, Pages 108-121

Alternative testing techniques for modulus of pavement bases and subgrades

Author keywords

[No Author keywords available]

Indexed keywords

BENDER ELEMENTS; SOIL STIFFNESS GAUGE; STIFFNESS MEASUREMENTS; TRAFFIC LOADINGS;

EID: 27944464492     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (15)

References (41)
  • 2
    • 0019656094 scopus 로고
    • Analysis of pavements with granular bases
    • Brown, S. F., and Pappin, J. W. (1981). "Analysis of pavements with granular bases." Transp. Res. Rec., 810, 17-23.
    • (1981) Transp. Res. Rec. , vol.810 , pp. 17-23
    • Brown, S.F.1    Pappin, J.W.2
  • 3
    • 0024920802 scopus 로고
    • The ninth Lauritis Bjerrum memorial lecture: 'Small is beautiml'-the stiffness of soils at small strains
    • Burland, J. B. (1989). "The ninth Lauritis Bjerrum memorial lecture: 'small is beautiml'-the stiffness of soils at small strains." Canadian Geotech. J., 26, 499-516.
    • (1989) Canadian Geotech. J. , vol.26 , pp. 499-516
    • Burland, J.B.1
  • 4
    • 0029332864 scopus 로고
    • Assessment of computer programs for analysis of flexible pavement structure
    • Chen, D.-H., Zaman, M., Laguros, J., and Soltani, A. (1995). "Assessment of computer programs for analysis of flexible pavement structure." Transp. Res. Rec., 1482, 123-133.
    • (1995) Transp. Res. Rec. , vol.1482 , pp. 123-133
    • Chen, D.-H.1    Zaman, M.2    Laguros, J.3    Soltani, A.4
  • 5
    • 0022963975 scopus 로고
    • Effects of truck tire contact pressure distribution on the design of flexible pavements: A three-dimensional finite element approach
    • Chen, H. H., Marshek, K. M., and Saraf, C. L. (1986). "Effects of truck tire contact pressure distribution on the design of flexible pavements: a three-dimensional finite element approach." Transp. Res. Rec., 1095, 72-78.
    • (1986) Transp. Res. Rec. , vol.1095 , pp. 72-78
    • Chen, H.H.1    Marshek, K.M.2    Saraf, C.L.3
  • 6
    • 0032209085 scopus 로고    scopus 로고
    • Field study of in situ subgrade soil response under flexible pavement
    • Dai, S., and Van Deusen, D. (1998). "Field study of in situ subgrade soil response under flexible pavement." Transp. Res. Rec., 1639, 23-35.
    • (1998) Transp. Res. Rec. , vol.1639 , pp. 23-35
    • Dai, S.1    Van Deusen, D.2
  • 10
    • 0029367405 scopus 로고
    • Study of geoprocesses with complementary wave measurements in an oedometer
    • Fam, M., and Santamarina, J. C. (1995). "Study of geoprocesses with complementary wave measurements in an oedometer." Geotech. Testing J., 18(3), 307-314.
    • (1995) Geotech. Testing J. , vol.18 , Issue.3 , pp. 307-314
    • Fam, M.1    Santamarina, J.C.2
  • 11
    • 0041909659 scopus 로고    scopus 로고
    • On the use of multi-directional piezoelectric transducers in triaxial testings
    • Fioravante, V., and Capoferri, R. (2001). "On the use of multi-directional piezoelectric transducers in triaxial testings." Geotech. Testing J., 24(3), 243-255.
    • (2001) Geotech. Testing J. , vol.24 , Issue.3 , pp. 243-255
    • Fioravante, V.1    Capoferri, R.2
  • 12
    • 0000794866 scopus 로고
    • Vibration modulus of normally consolidated clay
    • ASCE
    • Hardin, B. O., and Black, W. L. (1968). "Vibration modulus of normally consolidated clay." J. Soil Mech. and Found. Div., ASCE, 94(SM2), 353-369.
    • (1968) J. Soil Mech. and Found. Div. , vol.94 , Issue.SM2 , pp. 353-369
    • Hardin, B.O.1    Black, W.L.2
  • 13
    • 0000625857 scopus 로고
    • Shear modulus and damping in soils: Design equations and curves
    • ASCE
    • Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils: design equations and curves." J. Soil Mech. and Found. Div., ASCE, 98(SM7), 667-692.
    • (1972) J. Soil Mech. and Found. Div. , vol.98 , Issue.SM7 , pp. 667-692
    • Hardin, B.O.1    Drnevich, V.P.2
  • 14
    • 0027657658 scopus 로고
    • Response of continuous pavements to moving dynamic loads
    • ASCE
    • Hardy, M. S. A., and Cebon, D. (1993). "Response of continuous pavements to moving dynamic loads." J. Engrg. Mech., ASCE, 119(9), 1762-1780.
    • (1993) J. Engrg. Mech. , vol.119 , Issue.9 , pp. 1762-1780
    • Hardy, M.S.A.1    Cebon, D.2
  • 15
    • 1542779661 scopus 로고    scopus 로고
    • Finite-element analyses of flexible pavements
    • ASCE
    • Helwany, S., Dyer, J., and Leidy, J. (1998). "Finite-element analyses of flexible pavements." J. Transp. Engrg., ASCE, 124(5), 491-499.
    • (1998) J. Transp. Engrg. , vol.124 , Issue.5 , pp. 491-499
    • Helwany, S.1    Dyer, J.2    Leidy, J.3
  • 16
    • 0004098111 scopus 로고    scopus 로고
    • Pearson Prentice Hall, Upper Saddle River, NJ
    • Huang, Y. H. (2004). Pavement analysis and design. Pearson Prentice Hall, Upper Saddle River, NJ.
    • (2004) Pavement Analysis and Design
    • Huang, Y.H.1
  • 18
    • 84928568275 scopus 로고
    • Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction
    • Jardine, R. J., Potts, D. M., Fourie, A. B., and Burland, J. B. (1986). "Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction." Geotechnique, 36(3), 377-396.
    • (1986) Geotechnique , vol.36 , Issue.3 , pp. 377-396
    • Jardine, R.J.1    Potts, D.M.2    Fourie, A.B.3    Burland, J.B.4
  • 19
    • 0024165720 scopus 로고
    • Button tension platform foundation: An approach to the prediction of pile behavior
    • Jardine, R. J., and Potts, D. M. (1988). "Button tension platform foundation: an approach to the prediction of pile behavior." Geotechnique, 38(2), 231-252.
    • (1988) Geotechnique , vol.38 , Issue.2 , pp. 231-252
    • Jardine, R.J.1    Potts, D.M.2
  • 20
    • 0005219564 scopus 로고
    • Characterization of resilient modulus of compacted subgrade soils using resonant column and torsional shear tests
    • Kim, D.-S., and Stokoe, K. H., II (1992). "Characterization of resilient modulus of compacted subgrade soils using resonant column and torsional shear tests," Transp. Res. Rec., 1369, 83-91.
    • (1992) Transp. Res. Rec. , vol.1369 , pp. 83-91
    • Kim, D.-S.1    Stokoe II, K.H.2
  • 21
    • 0003156036 scopus 로고    scopus 로고
    • Alternative method of determining resilient modulus of compacted subgrade soils using free-free resonant column test
    • Kim, D.-S., Kweon, G.-C., and Lee, K.-H. (1997). "Alternative method of determining resilient modulus of compacted subgrade soils using free-free resonant column test." Transp. Res. Rec., 1577, 62-69.
    • (1997) Transp. Res. Rec. , vol.1577 , pp. 62-69
    • Kim, D.-S.1    Kweon, G.-C.2    Lee, K.-H.3
  • 22
    • 0020270479 scopus 로고
    • Dynamic properties of soft clays for wide strain range
    • Kokusho, T., Yoshida, Y., and Esashi, Y. (1982). "Dynamic properties of soft clays for wide strain range." Soils and Found., 22(4), 1-18.
    • (1982) Soils and Found. , vol.22 , Issue.4 , pp. 1-18
    • Kokusho, T.1    Yoshida, Y.2    Esashi, Y.3
  • 23
    • 0036009656 scopus 로고    scopus 로고
    • Small strain behavior of a silty sand in controlled-suction resonant column-torsional shear tests
    • Mancuso, C., Vassallo, R., and d'Onofrio, A. (2002). "Small strain behavior of a silty sand in controlled-suction resonant column-torsional shear tests." Canadian Geotech. J., 39(1), 22-31.
    • (2002) Canadian Geotech. J. , vol.39 , Issue.1 , pp. 22-31
    • Mancuso, C.1    Vassallo, R.2    D'Onofrio, A.3
  • 25
    • 0028468207 scopus 로고
    • Vertical pavement strain as means of weighing vehicles
    • ASCE
    • Marsh, J. G., and Jewell, R. J. (1994). "Vertical pavement strain as means of weighing vehicles." J. Transp, Engrg., ASCE, 120(4), 617-632.
    • (1994) J. Transp, Engrg. , vol.120 , Issue.4 , pp. 617-632
    • Marsh, J.G.1    Jewell, R.J.2
  • 26
    • 0000929347 scopus 로고    scopus 로고
    • Horizontally mounted bender elements for measuring anisotropic shear moduli in triaxial clay specimens
    • Pennington, D. S., Nash, D. F. T., and Lings, M. L. (2001). "Horizontally mounted bender elements for measuring anisotropic shear moduli in triaxial clay specimens." Geotech. Testing J., 24(2), 133-144.
    • (2001) Geotech. Testing J. , vol.24 , Issue.2 , pp. 133-144
    • Pennington, D.S.1    Nash, D.F.T.2    Lings, M.L.3
  • 27
    • 0029333139 scopus 로고
    • Strain response and performance of subgrades and flexible pavements under various loading conditions
    • Pidwerbesky, B. D. (1995). "Strain response and performance of subgrades and flexible pavements under various loading conditions." Transp. Res. Rec., 1482, 87-93.
    • (1995) Transp. Res. Rec. , vol.1482 , pp. 87-93
    • Pidwerbesky, B.D.1
  • 28
    • 0029667303 scopus 로고    scopus 로고
    • A logarithmic stress-strain function for rocks and soils
    • Puzrin, A. M., and Burland, J. B. (1996). "A logarithmic stress-strain function for rocks and soils." Geotechnique, 46(1), 157-164.
    • (1996) Geotechnique , vol.46 , Issue.1 , pp. 157-164
    • Puzrin, A.M.1    Burland, J.B.2
  • 29
    • 0346272927 scopus 로고    scopus 로고
    • Three-dimensional nonlinear finite element model for simulating pavement response: Study at Canterbury accelerated pavement testing indoor facility, New Zealand
    • Saleh, M. F., Steven, B., and Alabaster, D. (2003). "Three- dimensional nonlinear finite element model for simulating pavement response: study at Canterbury accelerated pavement testing indoor facility, New Zealand." Transp. Res. Rec., 1823, 153-162.
    • (2003) Transp. Res. Rec. , vol.1823 , pp. 153-162
    • Saleh, M.F.1    Steven, B.2    Alabaster, D.3
  • 30
    • 27944484919 scopus 로고    scopus 로고
    • Application of the soil stiffness gauge in assessing small-strain stiffness of sand with different fabrics and densities
    • ASTM. (contact authors)
    • Sawangsuriya, A., Bosscher, P. J., and Edil, T. B. (2004). "Application of the soil stiffness gauge in assessing small-strain stiffness of sand with different fabrics and densities." Submitted to Geotech. Testing J., ASTM. (contact authors)
    • (2004) Submitted to Geotech. Testing J.
    • Sawangsuriya, A.1    Bosscher, P.J.2    Edil, T.B.3
  • 31
    • 1842665754 scopus 로고    scopus 로고
    • Relationship between soil stiffness gauge modulus and other test moduli for granular soils
    • Sawangsuriya, A., Edil, T. B., and Bosscher, P. J. (2003). "Relationship between soil stiffness gauge modulus and other test moduli for granular soils." Transp. Res. Rec., 1849, 3-10.
    • (2003) Transp. Res. Rec. , vol.1849 , pp. 3-10
    • Sawangsuriya, A.1    Edil, T.B.2    Bosscher, P.J.3
  • 32
    • 0001961486 scopus 로고
    • Soil moduli and damping factors for dynamic response analyses
    • Earthquake Engineering Research Center, University of California, Berkeley, CA
    • Seed, H. B., and Idriss, I. M. (1970). "Soil moduli and damping factors for dynamic response analyses." Report EERC 70-10, Earthquake Engineering Research Center, University of California, Berkeley, CA.
    • (1970) Report EERC , vol.70 , Issue.10
    • Seed, H.B.1    Idriss, I.M.2
  • 33
    • 0028667486 scopus 로고
    • Measurement of dynamic parameters of road pavement materials by the bender element and resonant column tests
    • Souto, A., Hartikainen, J., and Özüdoǧru, K. (1994). "Measurement of dynamic parameters of road pavement materials by the bender element and resonant column tests." Geotechnique, 44(3), 519-526.
    • (1994) Geotechnique , vol.44 , Issue.3 , pp. 519-526
    • Souto, A.1    Hartikainen, J.2    Özüdoǧru, K.3
  • 35
    • 0242496425 scopus 로고    scopus 로고
    • Comparison of laboratory resilient modulus with back-calculated elastic moduli from large-scale model experiments and FWD tests on granular materials
    • West Conshohocken, PA
    • Tanyu, B. F., Kim, W. H., Edil, T. B., and Benson, C. H. (2003). "Comparison of laboratory resilient modulus with back-calculated elastic moduli from large-scale model experiments and FWD tests on granular materials." Resilient Modulus Testing for Pavement Components, ASTM STP 1437, West Conshohocken, PA, 191-208.
    • (2003) Resilient Modulus Testing for Pavement Components, ASTM STP , vol.1437 , pp. 191-208
    • Tanyu, B.F.1    Kim, W.H.2    Edil, T.B.3    Benson, C.H.4
  • 39
    • 1942452911 scopus 로고    scopus 로고
    • Validated model for predicting field performance of aggregate base courses
    • Tutumluer, E., Little, D. N., and Kim, S.-H. (2003). "Validated model for predicting field performance of aggregate base courses." Transp. Res. Rec., 1837, 41-49.
    • (2003) Transp. Res. Rec. , vol.1837 , pp. 41-49
    • Tutumluer, E.1    Little, D.N.2    Kim, S.-H.3
  • 40
    • 0026049998 scopus 로고
    • Effect of soil plasticity on cyclic response
    • ASCE
    • Vucetic, M., and Dobry, R. (1991). "Effect of soil plasticity on cyclic response." J. Geotech. Engrg., ASCE, 117(1), 89-107.
    • (1991) J. Geotech. Engrg. , vol.117 , Issue.1 , pp. 89-107
    • Vucetic, M.1    Dobry, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.