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Volumn 1999-January, Issue , 1999, Pages 749-757

Large scale geotechnical experiments on soil-foundation interaction

Author keywords

[No Author keywords available]

Indexed keywords

CALIBRATION CHAMBER; COMPUTATION METHODS; GEOTECHNICAL; LARGE-SCALE LOAD TESTS; LOAD-DISPLACEMENT CURVE; RELATIVE DENSITY; RIGID FOUNDATION; SOIL FOUNDATION;

EID: 0012315233     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (2)

References (26)
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    • Bellotti, R.1    Crippa, V.2    Ghionna, V.N.3    Pedroni, S.4
  • 9
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    • The research dilatometer: In situ and calibration chamber test results
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  • 13
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    • Liquefaction resistance of nearly saturated sand as correlated with longitudinal wave velocity
    • Lisbon June 1999. In press
    • Ishihara, K., Huang, Y. & Tsuchiya, H. 1999. Liquefaction Resistance of Nearly Saturated Sand as Correlated with Longitudinal Wave Velocity. 2nd Int. Conference on Earthquake Geotechnical Engineering, Lisbon June 1999. In press.
    • (1999) 2nd Int. Conference on Earthquake Geotechnical Engineering
    • Ishihara, K.1    Huang, Y.2    Tsuchiya, H.3
  • 14
    • 0942285568 scopus 로고
    • Laboratory investigation of small strain anisotropy in sand
    • Potsdam, NY
    • Lo Presti, D. C. F. & O' Neill, D. 1991. Laboratory Investigation of Small Strain Anisotropy in Sand. Proc. of ISOCCT1, Potsdam, NY: 213-224.
    • (1991) Proc. of ISOCCT1 , pp. 213-224
    • Lo Presti, D.C.F.1    Neill, O.D.2
  • 15
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    • A new traveling sand pluviator to reconstitute specimens of well graded silty sands
    • Lo Presti, D. C. F., Berardi, R., Pedroni, S. & Crippa, V. 1993a. A New Traveling Sand Pluviator to Reconstitute Specimens of Well Graded Silty Sands. Geotechnical Testing Journal, 16(1):18-26
    • (1993) Geotechnical Testing Journal , vol.16 , Issue.1 , pp. 18-26
    • Lo Presti, D.C.F.1    Berardi, R.2    Pedroni, S.3    Crippa, V.4
  • 18
    • 0026171419 scopus 로고
    • A sand-spreader used for the reconstitution of granular soils models
    • Passalacqua, R. 1991. A Sand-Spreader Used for the Reconstitution of Granular Soils Models. Soils and Foundations, 31(2):175-180.
    • (1991) Soils and Foundations , vol.31 , Issue.2 , pp. 175-180
    • Passalacqua, R.1
  • 20
    • 0018663224 scopus 로고
    • Anisotropic shear modulus due to stress-anisotropy
    • GT 7
    • Roesler, S. K. 1979. Anisotropic Shear Modulus Due to Stress-Anisotropy. JGE Div. ASCE. 105(GT 7):871-880.
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    • Roesler, S.K.1
  • 21
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    • Rondena, E.1
  • 22
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    • Schmertmann, J.H.1
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    • Tatsuoka, F., Okahara, M., Tanaka, T., Tani, K., Morimoto, T. & Siddique, M. S., 1991. Progressive failure and Particle Size Effect in Bearing Capacity of a Footing on Sand. Proc. Geotechnical Engineering Congress, Geotechnical Special Publication. 27, ASCE, New York. 11:788-801.
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