메뉴 건너뛰기




Volumn 130, Issue 2, 2004, Pages 174-185

Unsaturated consitutive surfaces from pressuremeter tests

Author keywords

Collapsible soils; Constitutive relations; Laboratory tests; Pressuremeters; Unsaturated soils

Indexed keywords

CYLINDERS (SHAPES); MATHEMATICAL MODELS; SHEAR STRENGTH; SOILS; STIFFNESS;

EID: 1342288913     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:2(174)     Document Type: Article
Times cited : (20)

References (40)
  • 1
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso, E. E., Gens, A., and Josa, A. (1990). "A constitutive model for partially saturated soils." Geotechnique, 36(3), 405-430.
    • (1990) Geotechnique , vol.36 , Issue.3 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 2
    • 1342300752 scopus 로고
    • Standard test method for pressuremeter testing in soils D4719-87
    • American Society for Testing of Materials
    • American Society for Testing of Materials. (1987). "Standard test method for pressuremeter testing in soils." D4719-87, Annual Book of ASTM Standards, 4(8), 1-14.
    • (1987) Annual Book of ASTM Standards , vol.4 , Issue.8 , pp. 1-14
  • 6
    • 0024682971 scopus 로고
    • Interpretation of moduli from self-boring pressuremeter tests in sand
    • Bellotti, R., Ghionna, V., and Jamiolkowski, M. (1989). "Interpretation of moduli from self-boring pressuremeter tests in sand," Geotechnique, 39(2), 269-292.
    • (1989) Geotechnique , vol.39 , Issue.2 , pp. 269-292
    • Bellotti, R.1    Ghionna, V.2    Jamiolkowski, M.3
  • 8
    • 0000102315 scopus 로고
    • Cavity expansion in frictional cohesive soils
    • Carter, J. P., Booker, R. J., and Yeung, S. K. (1986). "Cavity expansion in frictional cohesive soils." Geotechnique, 36(3), 349-358.
    • (1986) Geotechnique , vol.36 , Issue.3 , pp. 349-358
    • Carter, J.P.1    Booker, R.J.2    Yeung, S.K.3
  • 11
    • 0021286424 scopus 로고
    • Effect of disturbance on parameters derived from self-boring pressuremeter tests in sand
    • Fahey, M., and Randolph, M. F. (1984). "Effect of disturbance on parameters derived from self-boring pressuremeter tests in sand." Geotechnique, 34(1), 81-97.
    • (1984) Geotechnique , vol.34 , Issue.1 , pp. 81-97
    • Fahey, M.1    Randolph, M.F.2
  • 12
    • 1342279585 scopus 로고
    • Soil collapsibility from laboratory and field tests
    • in Portuguese
    • Ferreira, S. R. M., and Lacerda, W. A. (1993). "Soil collapsibility from laboratory and field tests." Soils Rocks, 16(4), 245-253 (in Portuguese).
    • (1993) Soils Rocks , vol.16 , Issue.4 , pp. 245-253
    • Ferreira, S.R.M.1    Lacerda, W.A.2
  • 14
    • 0028480750 scopus 로고
    • Equations for the soil-water characteristic curve
    • Fredlund, D. G., and Xing, A. (1994). "Equations for the soil-water characteristic curve." Can. Geotech. J., 31(4), 521-532.
    • (1994) Can. Geotech. J. , vol.31 , Issue.4 , pp. 521-532
    • Fredlund, D.G.1    Xing, A.2
  • 16
    • 0024034197 scopus 로고
    • Multistage direct shear testing of unsaturated soils
    • Gan, J. K. M., and Fredlund, D. G. (1988). "Multistage direct shear testing of unsaturated soils." Geotech. Test. J., 11, 132-138.
    • (1988) Geotech. Test. J. , vol.11 , pp. 132-138
    • Gan, J.K.M.1    Fredlund, D.G.2
  • 19
    • 0007502646 scopus 로고
    • The additional settlement of foundations due to a collapse of structure of sandy subsoils on wetting
    • Butterworths Scientific, London
    • Jennings, J. E., and Knight K. (1957). "The additional settlement of foundations due to a collapse of structure of sandy subsoils on wetting." Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, Butterworths Scientific, London, 3, 316-319.
    • (1957) Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering , vol.3 , pp. 316-319
    • Jennings, J.E.1    Knight, K.2
  • 20
    • 0016645881 scopus 로고
    • A guide to construction on or with materials exhibiting additional settlement due to collapse of grain structure
    • Balkema, Rotterdam, The Netherlands
    • Jennings, J. E., and Knight, K. (1975). "A guide to construction on or with materials exhibiting additional settlement due to collapse of grain structure." Proc., 6th Regional Conf. for Africa on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, The Netherlands, 1, 99-105.
    • (1975) Proc., 6th Regional Conf. for Africa on Soil Mechanics and Foundation Engineering , vol.1 , pp. 99-105
    • Jennings, J.E.1    Knight, K.2
  • 21
    • 0000586567 scopus 로고
    • An elastoplastic model for partially saturated soils exhibiting a maximum of collapse
    • Seridge Press, Barcelona, Spain
    • Josa, A., Balmaceda, A., Gens, A., and Alonso, E. E. (1992). "An elastoplastic model for partially saturated soils exhibiting a maximum of collapse." Proc., 3rd Int. Conf. Comput. Plasticity, Seridge Press, Barcelona, Spain, 1, 815-826.
    • (1992) Proc., 3rd Int. Conf. Comput. Plasticity , vol.1 , pp. 815-826
    • Josa, A.1    Balmaceda, A.2    Gens, A.3    Alonso, E.E.4
  • 24
    • 1342279584 scopus 로고    scopus 로고
    • Development of a pre-bored pressuremeter system
    • Brazilian Society of Soil Mechanics (SBMS), Brazil, (in Portuguese)
    • Kratz de Oliveira, L. A., and Schnaid, F. (2000a). "Development of a pre-bored pressuremeter system." 1st Brazilian Conf. of In Situ Test, Brazilian Society of Soil Mechanics (SBMS), Brazil, 3, 287-295 (in Portuguese).
    • (2000) 1st Brazilian Conf. of In Situ Test , vol.3 , pp. 287-295
    • Kratz de Oliveira, L.A.1    Schnaid, F.2
  • 25
    • 1342343155 scopus 로고    scopus 로고
    • A new inflatable packer piezometer
    • Brazilian Society of Soil Mechanics (ABMS), Brazil, (in Portuguese)
    • Kratz de Oliveira, L. A., and Schnaid, F. (2000b). "A new inflatable packer piezometer." 1st Brazilian Conf. of In Situ Test, Brazilian Society of Soil Mechanics (ABMS), Brazil, 3, 278-286 (in Portuguese).
    • (2000) 1st Brazilian Conf. of In Situ Test , vol.3 , pp. 278-286
    • Kratz de Oliveira, L.A.1    Schnaid, F.2
  • 26
    • 1342321901 scopus 로고    scopus 로고
    • The use of pressuremeter tests to predict collapse potential of soils
    • in Portuguese
    • Kratz de Oliveira, L. A., Schnaid, F., and Gehling, W. Y. Y. (1999b). "The use of pressuremeter tests to predict collapse potential of soils." Soils Rocks, 22(3), 143-165 (in Portuguese).
    • (1999) Soils Rocks , vol.22 , Issue.3 , pp. 143-165
    • Kratz de Oliveira, L.A.1    Schnaid, F.2    Gehling, W.Y.Y.3
  • 27
    • 1342300748 scopus 로고    scopus 로고
    • Laboratory study of shear strength of unsaturated soils
    • in Portuguese
    • Machado, S. L., and Vilar, O. M. (1998). "Laboratory study of shear strength of unsaturated soils." Soils Rocks, 21(2), 65-78 (in Portuguese).
    • (1998) Soils Rocks , vol.21 , Issue.2 , pp. 65-78
    • Machado, S.L.1    Vilar, O.M.2
  • 28
    • 0029462053 scopus 로고
    • Apparatus and procedure for an in situ collapse test
    • Mahmound, H. H., Houston, W. N., and Houston, S. L. (1995). "Apparatus and procedure for an in situ collapse test." Geotech. Test. J., 18(4), 431-440.
    • (1995) Geotech. Test. J. , vol.18 , Issue.4 , pp. 431-440
    • Mahmound, H.H.1    Houston, W.N.2    Houston, S.L.3
  • 31
    • 1342279582 scopus 로고
    • Norme Française. Essai pressiometrique Ménard: PR.P94-110-6, Paris
    • Norme Française. (1989). Essai pressiometrique Ménard: PR.P94-110-6, Paris.
    • (1989)
  • 32
    • 0001786002 scopus 로고
    • A pore water pressure probe for the in situ measurement of a wide range of soil suctions
    • ICE, Thomas Telford, London
    • Ridley, A. M., and Burland, J. B. (1995). "A pore water pressure probe for the in situ measurement of a wide range of soil suctions." Proc. 1st Int. Conf. on Advances in Site Investigation Practice, ICE, Thomas Telford, London, 510-520.
    • (1995) Proc. 1st Int. Conf. on Advances in Site Investigation Practice , pp. 510-520
    • Ridley, A.M.1    Burland, J.B.2
  • 34
    • 0028166631 scopus 로고
    • Identification and characterization of collapsible gravels
    • Rollins, K. M., Rollins, R. L., Smith, T. D., and Beckwith, G. H. (1994). "Identification and characterization of collapsible gravels." J. Geotech. Eng., 120(3), 528-542.
    • (1994) J. Geotech. Eng. , vol.120 , Issue.3 , pp. 528-542
    • Rollins, K.M.1    Rollins, R.L.2    Smith, T.D.3    Beckwith, G.H.4
  • 35
    • 1342343156 scopus 로고
    • A database of moisture induced soil collapse from the pressuremeter
    • Sherbrooke
    • Smith, T. D., Duquette, J., and Deal, C. (1995). "A database of moisture induced soil collapse from the pressuremeter." Proc. 4th Int. Symp. on Pressuremeters, Sherbrooke, 81-85.
    • (1995) Proc. 4th Int. Symp. on Pressuremeters , pp. 81-85
    • Smith, T.D.1    Duquette, J.2    Deal, C.3
  • 36
    • 1342343157 scopus 로고    scopus 로고
    • Pressuremeter testing in arid collapsible soils
    • Smith, T. D., and Rollins, K. M. (1997). "Pressuremeter testing in arid collapsible soils." Geotech. Test. J., 20(1), 12-16.
    • (1997) Geotech. Test. J. , vol.20 , Issue.1 , pp. 12-16
    • Smith, T.D.1    Rollins, K.M.2
  • 37
    • 0034253125 scopus 로고    scopus 로고
    • Analysis of self-boring pressuremeter (SBMP) and Marchetti dilatometer (DMT) tests in granite saprolites
    • Schnaid, F., Ortigao, J. A. R., Mántaras, F. M., Cunha, R., and McGregor, M. (2000). "Analysis of self-boring pressuremeter (SBMP) and Marchetti dilatometer (DMT) tests in granite saprolites." Can. Geotech. J., 37(4), 796-810.
    • (2000) Can. Geotech. J. , vol.37 , Issue.4 , pp. 796-810
    • Schnaid, F.1    Ortigao, J.A.R.2    Mántaras, F.M.3    Cunha, R.4    McGregor, M.5
  • 38
    • 0009693891 scopus 로고
    • Some engineering properties of residual clay soils occurring in southern Brazil
    • Butterworths Scientific, London
    • Vargas, M. (1957). "Some engineering properties of residual clay soils occurring in southern Brazil." Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, Butterworths Scientific, London, 1, 67-71.
    • (1957) Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering , vol.1 , pp. 67-71
    • Vargas, M.1
  • 39
    • 0028974913 scopus 로고
    • An elasto-plastic critical state framework for unsaturated soil
    • Wheeler, S. J., and Sivakumar, V. (1995). "An elasto-plastic critical state framework for unsaturated soil." Geotechnique, 45(1), 35-53.
    • (1995) Geotechnique , vol.45 , Issue.1 , pp. 35-53
    • Wheeler, S.J.1    Sivakumar, V.2
  • 40
    • 0025920579 scopus 로고
    • Finite expansion cavity in dilatant soils: Loading analysis
    • Yu, H. S., and Houlsby, G. T. (1991). "Finite expansion cavity in dilatant soils: loading analysis." Geotechnique, 41(2), 173-183.
    • (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.