메뉴 건너뛰기




Volumn 55, Issue 2, 2005, Pages 143-150

A generic approach to soil-structure interaction considering the effects of soil heterogeneity

Author keywords

Soil structure interaction; Stiffness

Indexed keywords

COMPACTION; MATHEMATICAL MODELS; PAVEMENTS; SOIL MECHANICS; STATISTICAL METHODS; STIFFNESS; STRESSES;

EID: 15544367892     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2005.55.2.143     Document Type: Article
Times cited : (80)

References (20)
  • 1
    • 0031704131 scopus 로고    scopus 로고
    • On probability in geotechnics: Random calculation models exemplified on slope stability analysis and ground-superstructure interaction
    • PhD thesis, Chalmers University, Sweden
    • Alén, C. (1998). On probability in geotechnics: random calculation models exemplified on slope stability analysis and ground-superstructure interaction. PhD thesis, Chalmers University, Sweden.
    • (1998)
    • Alén, C.1
  • 3
    • 15544364890 scopus 로고    scopus 로고
    • Uncertainties and their relevance for the design of deep excavations near existing structures
    • Bauduin, C. (2003). Uncertainties and their relevance for the design of deep excavations near existing structures. Proc. 13th Eur. Conf. Soil Mech. Geotech. Engng, Prague, 445-449.
    • (2003) Proc. 13th Eur. Conf. Soil Mech. Geotech. Engng., Prague , pp. 445-449
    • Bauduin, C.1
  • 4
    • 15544364741 scopus 로고
    • How to manage the spatial variability of natural soils
    • (ed. D. Breysse), Dordrecht: Kluwer
    • Bolle, A. (1994). How to manage the spatial variability of natural soils. In Probabilities and materials (ed. D. Breysse), pp. 505-516. Dordrecht: Kluwer.
    • (1994) Probabilities and Materials , pp. 505-516
    • Bolle, A.1
  • 5
    • 15544362683 scopus 로고    scopus 로고
    • Les enjeux de la modélisation des terrains et des structures pour décrire au mieux l'interaction sol-ouvrage
    • Paris: ed. Presses ENPC
    • Breysse, D. (2001). Les enjeux de la modélisation des terrains et des structures pour décrire au mieux l'interaction sol-ouvrage. Proceedings of A. Caquot Conference. Paris: ed. Presses ENPC.
    • (2001) Proceedings of A. Caquot Conference
    • Breysse, D.1
  • 6
    • 15544378085 scopus 로고    scopus 로고
    • Tassements et tassements différentiels dans les ouvrages et variabilité spatiale des sols
    • Breysse, D., Niandou, H. & Lacaze, C. (2003). Tassements et tassements différentiels dans les ouvrages et variabilité spatiale des sols. Stud. Geotech. Mech. 25, No. 1-2, 193-203.
    • (2003) Stud. Geotech. Mech. , vol.25 , Issue.1-2 , pp. 193-203
    • Breysse, D.1    Niandou, H.2    Lacaze, C.3
  • 8
    • 15544377552 scopus 로고
    • Analyse structurale d'une digue en argile
    • Deplagne, F. & Bacconnet, C. (1993). Analyse structurale d'une digue en argile. Cah. Géostat. 3, 181-188.
    • (1993) Cah. Géostat. , vol.3 , pp. 181-188
    • Deplagne, F.1    Bacconnet, C.2
  • 9
    • 0034173877 scopus 로고    scopus 로고
    • Factors of safety and reliability in geotechnical engineering
    • Duncan, J. M. (2000). Factors of safety and reliability in geotechnical engineering. J. Geotech. Geoenviron. Engng ASCE, 126, No. 4, 307-314.
    • (2000) J. Geotech. Geoenviron. Engng. ASCE , vol.126 , Issue.4 , pp. 307-314
    • Duncan, J.M.1
  • 10
    • 12344335006 scopus 로고    scopus 로고
    • Comportement longitudinal en flexion d'une conduite enterrée dans un remblai hétérogène
    • Elachachi, S. M., Breysse, D., Bensafi, M., Hamane, M. & Nedjar, D. (2004). Comportement longitudinal en flexion d'une conduite enterrée dans un remblai hétérogène. Rev. Fr. Géotech. 108, 17-29.
    • (2004) Rev. Fr. Géotech. , vol.108 , pp. 17-29
    • Elachachi, S.M.1    Breysse, D.2    Bensafi, M.3    Hamane, M.4    Nedjar, D.5
  • 11
    • 0037375874 scopus 로고    scopus 로고
    • Influence of soil variability on differential settlement of structures
    • Frantziskonis, G. & Breysse, D. (2003). Influence of soil variability on differential settlement of structures. Comput. Geotech. 30, 217-230.
    • (2003) Comput. Geotech. , vol.30 , pp. 217-230
    • Frantziskonis, G.1    Breysse, D.2
  • 12
    • 0003968382 scopus 로고
    • The influence of spatial variability on the geotechnical design properties of a stiff, overconsolidated clay
    • PhD thesis, University of Adelaide, Australia
    • Jaksa, M. B. (1995). The influence of spatial variability on the geotechnical design properties of a stiff, overconsolidated clay. PhD thesis, University of Adelaide, Australia.
    • (1995)
    • Jaksa, M.B.1
  • 13
    • 0038409465 scopus 로고    scopus 로고
    • Piled raft foundation projects in Germany
    • (ed. J. A. Hemsley). London: Thomas Telford
    • Katzenbach, R., Arslan, U. & Moormann, C. (2000). Piled raft foundation projects in Germany. In Design applications of raft foundations (ed. J. A. Hemsley). London: Thomas Telford, 323-391.
    • (2000) Design Applications of Raft Foundations , pp. 323-391
    • Katzenbach, R.1    Arslan, U.2    Moormann, C.3
  • 15
    • 15544361907 scopus 로고
    • Le pressiomètre, règles d'utilisation des techniques pressiométriques et d'exploitation des résultats obtenus pour le calcul des fondations
    • Notice Générale, Soc. L. Ménard
    • Ménard, L. (1975). Le pressiomètre, règles d'utilisation des techniques pressiométriques et d'exploitation des résultats obtenus pour le calcul des fondations. Notice Générale, Soc. L. Ménard.
    • (1975)
    • Ménard, L.1
  • 16
    • 15544370261 scopus 로고    scopus 로고
    • Decrease of geotechnical uncertainties via a better knowledge of the soil's heterogeneity
    • Moussouteguy, N., Breysse, D. & Chassagne, P. (2002). Decrease of geotechnical uncertainties via a better knowledge of the soil's heterogeneity. Rev. Fr. Génie Civil 3, 343-354.
    • (2002) Rev. Fr. Génie Civil , vol.3 , pp. 343-354
    • Moussouteguy, N.1    Breysse, D.2    Chassagne, P.3
  • 17
    • 15544369496 scopus 로고    scopus 로고
    • Influence of spatial variability and uncertainty evaluation on reliability analysis of a single pile
    • San Francisco
    • Ng, I. T. (2003). Influence of spatial variability and uncertainty evaluation on reliability analysis of a single pile. Proc. 9th Int. Conf. Appl. Stat. Prob. Civ. Engng, San Francisco, 1337-1342.
    • (2003) Proc. 9th Int. Conf. Appl. Stat. Prob. Civ. Engng. , pp. 1337-1342
    • Ng, I.T.1
  • 18
    • 0034173858 scopus 로고    scopus 로고
    • Two dimensional random field of mechanical soil properties
    • Przewlocki, J. (2000). Two dimensional random field of mechanical soil properties. J. Geotech. Geoenviron. Engng ASCE 126, No. 4, 373-377.
    • (2000) J. Geotech. Geoenviron. Engng. ASCE , vol.126 , Issue.4 , pp. 373-377
    • Przewlocki, J.1
  • 19
    • 0021629825 scopus 로고
    • Principles of probabilistic characterization of soil properties
    • (eds D. S. Bowles and H.-Y. Ko). Reston, VA: American Society of Civil Engineers
    • Tang, W. H. (1984). Principles of probabilistic characterization of soil properties. In Probabilistic characterization of soil properties: Bridge between theory and practice (eds D. S. Bowles and H.-Y. Ko). Reston, VA: American Society of Civil Engineers.
    • (1984) Probabilistic Characterization of Soil Properties: Bridge Between Theory and Practice
    • Tang, W.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.