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Volumn 24, Issue 8, 2000, Pages 681-692

Stresses from linearly distributed pressures over rectangular areas

Author keywords

Elastic mass; Foundation; Linear loading; Rectangular footing; Soil mass; Vertical stress

Indexed keywords

BENDING (DEFORMATION); FOUNDATIONS; INTEGRATION; PRESSURE; SHEAR STRESS; STRESS CONCENTRATION;

EID: 0034234897     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/1096-9853(200007)24:8<681::AID-NAG89>3.0.CO;2-X     Document Type: Article
Times cited : (29)

References (11)
  • 3
    • 0009009528 scopus 로고
    • Design footing area with biaxial bending
    • ASCE
    • Jarquio R, Jarquio V. Design footing area with biaxial bending. Journal of Geotechnical Engineering ASCE 1983; 109(GT10):1337-1341.
    • (1983) Journal of Geotechnical Engineering , vol.109 , Issue.GT10 , pp. 1337-1341
    • Jarquio, R.1    Jarquio, V.2
  • 4
    • 0009043588 scopus 로고
    • Discussion of linearly variable load distribution on a rectangular foundation
    • ASCE
    • Ambraseys NN. Discussion of linearly variable load distribution on a rectangular foundation. Journal of the Soil Mechanics and Foundation Division ASCE 1960; 86(SM3):123-125.
    • (1960) Journal of the Soil Mechanics and Foundation Division , vol.86 , Issue.SM3 , pp. 123-125
    • Ambraseys, N.N.1
  • 5
    • 0009040895 scopus 로고
    • Stresses and displacements from loads over rectangular area
    • ASCE
    • Gray H. Stresses and displacements from loads over rectangular area. Civil Engineering ASCE 1943; 13(5):227-229.
    • (1943) Civil Engineering , vol.13 , Issue.5 , pp. 227-229
    • Gray, H.1
  • 8
    • 0038062100 scopus 로고
    • The application of theories of elasticity and plasticity to foundation problems
    • Jorgenson L. The application of theories of elasticity and plasticity to foundation problems. Journal of Boston Society of Civil Engineers 1934; 21.
    • (1934) Journal of Boston Society of Civil Engineers , pp. 21
    • Jorgenson, L.1
  • 9
    • 0009007930 scopus 로고
    • Influence values for estimating stresses in elastic foundations
    • Rotterdam, Also mimeographed sheets Graduate School of Enginnering, Harvard University
    • Fadum RE. Influence values for estimating stresses in elastic foundations. Proceedings of the 2nd International Conference on Soil Mechanics and Foundation Engineering, Rotterdam, vol. 3. Also mimeographed sheets Graduate School of Enginnering, Harvard University, 1941.
    • (1941) Proceedings of the 2nd International Conference on Soil Mechanics and Foundation Engineering , vol.3
    • Fadum, R.E.1
  • 10
    • 0342839268 scopus 로고    scopus 로고
    • Soil mechanics, foundations, and earth structures
    • Washington, D.C.
    • U.S. Navy. Soil mechanics, foundations, and earth structures, NAVFAC Design Manual DM-7, Washington, D.C., 1971.
    • NAVFAC Design Manual DM-7 , pp. 1971


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.