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Volumn , Issue 76, 1998, Pages 19-32

Dynamic loading on foundation on reinforced sand

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC LOADS; FOUNDATIONS; REINFORCEMENT; SAND; SETTLEMENT OF STRUCTURES; SOILS;

EID: 0032314814     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (8)

References (3)
  • 1
    • 0345602370 scopus 로고    scopus 로고
    • Design implications of reinforced soil foundation using soil strain signature and normalized settlement criteria
    • Denver, A. A. Balkema
    • Adams, M. T., Lutenegger, A. J., and Collins, J. G. (1997). "Design implications of reinforced soil foundation using soil strain signature and normalized settlement criteria," Proc., Intl. Symposium on Mechanically Stabilized Backfill, Denver, A. A. Balkema, 159-165.
    • (1997) Proc., Intl. Symposium on Mechanically Stabilized Backfill , pp. 159-165
    • Adams, M.T.1    Lutenegger, A.J.2    Collins, J.G.3
  • 2
    • 0022809502 scopus 로고
    • Comparison of geogrid and geotextile reinforced slab
    • Guido, V. A., Chang, D. K., and Sweeny, M. A. (1986). "Comparison of geogrid and geotextile reinforced slab," Canadian Geotech. J., 23(4), 435-440.
    • (1986) Canadian Geotech. J. , vol.23 , Issue.4 , pp. 435-440
    • Guido, V.A.1    Chang, D.K.2    Sweeny, M.A.3
  • 3
    • 0027610005 scopus 로고
    • Ultimate bearing capacity of rectangular foundation on geogrid-reinforced sand
    • ASTM
    • Omar, M. T., Das, B. M., Yen, S. C., Puri, V. K., and Cook, E. E. (1993). "Ultimate bearing capacity of rectangular foundation on geogrid-reinforced sand," Geotech. Testing J., ASTM, 16(2), 246-252.
    • (1993) Geotech. Testing J. , vol.16 , Issue.2 , pp. 246-252
    • Omar, M.T.1    Das, B.M.2    Yen, S.C.3    Puri, V.K.4    Cook, E.E.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.