메뉴 건너뛰기




Volumn 130, Issue 7, 2004, Pages 749-758

Analytical solutions for stability of slurry trench

Author keywords

[No Author keywords available]

Indexed keywords

CRACKS; ENVIRONMENTAL ENGINEERING; FAILURE ANALYSIS; GEOTECHNICAL ENGINEERING; GROUNDWATER; PROBLEM SOLVING; SAND; SOILS; STRESS ANALYSIS;

EID: 3242667909     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:7(749)     Document Type: Article
Times cited : (81)

References (19)
  • 3
    • 0002501739 scopus 로고
    • Vertical cutoff walls
    • D. E. Daniel, ed., Chap. 17, Chapman and Hall, New York
    • Evans, J. C. (1993). "Vertical cutoff walls." Geotechnical practice for waste disposal, D. E. Daniel, ed., Chap. 17, Chapman and Hall, New York.
    • (1993) Geotechnical Practice for Waste Disposal
    • Evans, J.C.1
  • 8
    • 0005757793 scopus 로고
    • The stability of a slurry trench in cohesionless soils
    • Morgenstern, N., and Amir-Tahmasseb, I. (1965). "The stability of a slurry trench in cohesionless soils." Geotechnique, 15(4), 387-395.
    • (1965) Geotechnique , vol.15 , Issue.4 , pp. 387-395
    • Morgenstern, N.1    Amir-Tahmasseb, I.2
  • 9
    • 0016342706 scopus 로고
    • Diaphragm wall construction techniques
    • Nash, K. L. (1974a). "Diaphragm wall construction techniques." J. Constr. Div., Am. Soc. Civ. Eng., 100(4), 605-620.
    • (1974) J. Constr. Div., Am. Soc. Civ. Eng. , vol.100 , Issue.4 , pp. 605-620
    • Nash, K.L.1
  • 10
    • 0016356419 scopus 로고
    • Stability of trenches filled with fluids
    • Nash, K. L. (1974b). "Stability of trenches filled with fluids." J. Constr. Div., Am. Soc. Civ. Eng., 100(4), 533-542.
    • (1974) J. Constr. Div., Am. Soc. Civ. Eng. , vol.100 , Issue.4 , pp. 533-542
    • Nash, K.L.1
  • 14
    • 0001299565 scopus 로고
    • Applications of thixotropic clay suspensions for stability of vertical sides of deep trenches without strutting
    • Piaskowski, A., and Kowalewski, Z. (1965). "Applications of thixotropic clay suspensions for stability of vertical sides of deep trenches without strutting." Proc., 6th Int. Conf. on Soil Mechanics and Foundation Engineering, 2, 526-529.
    • (1965) Proc., 6th Int. Conf. on Soil Mechanics and Foundation Engineering , vol.2 , pp. 526-529
    • Piaskowski, A.1    Kowalewski, Z.2
  • 15
    • 0007891649 scopus 로고
    • Die gewölbewirkung der schlitzwände
    • Prater, E. G. (1973). "Die gewölbewirkung der schlitzwände." Bauingenieur, 48(4), 125-131.
    • (1973) Bauingenieur , vol.48 , Issue.4 , pp. 125-131
    • Prater, E.G.1
  • 16
    • 0030267189 scopus 로고    scopus 로고
    • Three-dimensional stability analysis for slurry-filled trench wall in cohesionless soil
    • Tsai, J.-S., and Chang, J.-C. (1996). "Three-dimensional stability analysis for slurry-filled trench wall in cohesionless soil." Can. Geotech. J., 33(5), 798-808.
    • (1996) Can. Geotech. J. , vol.33 , Issue.5 , pp. 798-808
    • Tsai, J.-S.1    Chang, J.-C.2
  • 17
    • 0034173641 scopus 로고    scopus 로고
    • A full-scale stability experiment on a diaphragm wall trench
    • Tsai, J.-S., Jou, L.-D., and Hsieh, H.-S. (2000). "A full-scale stability experiment on a diaphragm wall trench." Can. Geotech. J., 37(2), 379-392.
    • (2000) Can. Geotech. J. , vol.37 , Issue.2 , pp. 379-392
    • Tsai, J.-S.1    Jou, L.-D.2    Hsieh, H.-S.3
  • 18
    • 0021432744 scopus 로고
    • The three-dimensional stability analysis of diaphragm wall excavations
    • Washbourne, J. (1984). "The three-dimensional stability analysis of diaphragm wall excavations." Ground Eng., 17(4), 24-29.
    • (1984) Ground Eng. , vol.17 , Issue.4 , pp. 24-29
    • Washbourne, J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.