ISTANBUL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. VOLUME 2. SESSION 3: ANALYSIS AND DESIGN IN GEOTECHNICS

The following papers were presented in the first half of Session 3 Compressibility and Settlement of Peat Layers, Helenenhund, KV; Stability and Deformability of Loessial Subsident Soils, Mustafayev, AAO; Foundation Design Charts for Uniform Soils Based on a Self-Generating Analysis, Denness, B and Thomas, P; On the Calculation of deformability of Foundation Bases of Structures, Tsytovich, NA and Kryzhanovsky, AL; An Approximate Solution for Displacements in a Non-Homogeneous Elastic Layer, Esposita, L, Nobile, L and Viggiani, C; Stress Field in a Soil Deposite During Geological Time Span, Soydemir, C and Meygi, Y; Settlement of Rigid Circular Footings, Oezkan, MT; Investigation of Strength Increase Index in Mohr's Theory of Strength, Das, B and Hucka, V; Positive and Negative Shear in Anisotropic Soils, Sobotka, Z. For the covering abstract, see IRRD Abstract No. 216157. /TRRL/

  • Corporate Authors:

    Istanbul Technical University

    Gumussuyu Caddesi 87, Beyoglu
    Istanbul,   Turkey 
  • Publication Date: 1975

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  • Accession Number: 00131461
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Conf Paper
  • Files: ITRD, TRIS
  • Created Date: May 14 1976 12:00AM