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Volumn 124, Issue 4, 1998, Pages 289-296

Stress-strain-time function of clay

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; COMPRESSION TESTING; CONSOLIDATION; CREEP TESTING; MATHEMATICAL MODELS; PORE PRESSURE; STRAIN; STRESS ANALYSIS;

EID: 0032052023     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:4(289)     Document Type: Article
Times cited : (48)

References (14)
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    • Chin, C. T., Cheng, T. Y., and Liu, C. J. (1989). "Relationship between undrained shear strength and overconsolidation ratio of Taipei silt." J. Chinese Inst. of Civ. and Hydr. Engrg., Taipei, Taiwan, 1(3), 245-250.
    • (1989) J. Chinese Inst. of Civ. and Hydr. Engrg. , vol.1 , Issue.3 , pp. 245-250
    • Chin, C.T.1    Cheng, T.Y.2    Liu, C.J.3
  • 2
    • 0021156318 scopus 로고
    • Measured behavior of braced wall in very soft clay
    • ASCE
    • Clough, G. W., and Reed, M. W. (1984). "Measured behavior of braced wall in very soft clay." J. Geotech. Engrg., ASCE, 110(1), 1-19.
    • (1984) J. Geotech. Engrg. , vol.110 , Issue.1 , pp. 1-19
    • Clough, G.W.1    Reed, M.W.2
  • 3
    • 0024717871 scopus 로고
    • Observed performance of a deep excavation in clay
    • ASCE
    • Finno, R. J., Atmatzidis, D. K., and Perkins, S. B. (1989). "Observed performance of a deep excavation in clay." J. Geotech. Engrg., ASCE, 115(8), 1045-1065.
    • (1989) J. Geotech. Engrg. , vol.115 , Issue.8 , pp. 1045-1065
    • Finno, R.J.1    Atmatzidis, D.K.2    Perkins, S.B.3
  • 4
    • 0016079672 scopus 로고
    • New design procedure for stability of soft clays
    • ASCE
    • Ladd, C. C., and Foott, R. (1974). "New design procedure for stability of soft clays." J. Geotech. Engrg. Div., ASCE, 100(7), 763-786.
    • (1974) J. Geotech. Engrg. Div. , vol.100 , Issue.7 , pp. 763-786
    • Ladd, C.C.1    Foott, R.2
  • 5
    • 0007933104 scopus 로고
    • Creep effects on deformation of deep excavation
    • International Academic Publishers, Beijing, China
    • Lin, H. D., and Wang, C. C. (1995). "Creep effects on deformation of deep excavation." Proc., 10th Asian Regional Conf. Soil Mech. Found. Engrg., Vol. 1, International Academic Publishers, Beijing, China, 321-324.
    • (1995) Proc., 10th Asian Regional Conf. Soil Mech. Found. Engrg. , vol.1 , pp. 321-324
    • Lin, H.D.1    Wang, C.C.2
  • 6
    • 85034486621 scopus 로고
    • On the undrained strength and pore pressure coefficient of Taipei basin cohesive soils
    • Liu, C. J. (1991). "On the undrained strength and pore pressure coefficient of Taipei basin cohesive soils." J. Chinese Inst. of Civ. and Hydr. Engrg., 3(3), 267-270.
    • (1991) J. Chinese Inst. of Civ. and Hydr. Engrg. , vol.3 , Issue.3 , pp. 267-270
    • Liu, C.J.1
  • 8
    • 0020139985 scopus 로고
    • Ko-OCR relationships in soil
    • ASCE
    • Mayne, P. W., and Kulhawy, F. H. (1982). "Ko-OCR relationships in soil." J. Geotech. Engrg. Div., ASCE, 108(6), 851-872.
    • (1982) J. Geotech. Engrg. Div. , vol.108 , Issue.6 , pp. 851-872
    • Mayne, P.W.1    Kulhawy, F.H.2
  • 9
    • 0019728731 scopus 로고
    • Shear stress-strain-time behaviour of clays
    • London, U.K.
    • Mesri, G., Febres-Cordero, E., Shields, D. R., and Castro, A. (1981). "Shear stress-strain-time behaviour of clays." Géotechnique, London, U.K., 31(4), 537-552.
    • (1981) Géotechnique , vol.31 , Issue.4 , pp. 537-552
    • Mesri, G.1    Febres-Cordero, E.2    Shields, D.R.3    Castro, A.4
  • 11
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    • Interpretation of undrained creep tests in terms of effective stresses
    • Ottawa, Canada
    • Sheahan, T. C. (1995). "Interpretation of undrained creep tests in terms of effective stresses." Can. Geotech. J., Ottawa, Canada, 32, 373-379.
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    • Sheahan, T.C.1
  • 12
    • 0002987529 scopus 로고
    • General stress-strain-time function for soils
    • ASCE
    • Singh, A., and Mitchell, J. K. (1968). "General stress-strain-time function for soils." J. Soil Mech. and Found. Div., ASCE, 99(1), 21-46.
    • (1968) J. Soil Mech. and Found. Div. , vol.99 , Issue.1 , pp. 21-46
    • Singh, A.1    Mitchell, J.K.2
  • 13
    • 0017518285 scopus 로고
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    • Vaid, Y. P., and Campanella, R. G. (1977). "Time-dependent behavior of undisturbed clay." J. Geotech. Engrg. Div., ASCE, 103(7), 693-709.
    • (1977) J. Geotech. Engrg. Div. , vol.103 , Issue.7 , pp. 693-709
    • Vaid, Y.P.1    Campanella, R.G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.