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

Among the papers in the second half of Session 3 were the following Comparison of Finite Element Techniques in Soil Mechanics, Chowdury, RN; Probabilistic Approach to Foundation Design, Siddiqui, JT, Niyogi, PCI and Hon Hsieh, SU; Measurement Errors in Model Foundation Tests, Kirkpatrick, WM and Uzuner, BA; Mix Design Methods for Boil-Bitumen Mixtures, Justo, CEG; Uplift Resistance of Anchor Slabs in Soft Clay, Tran Vo Nihiem; Analysis of Single Loaded Pile Surrounded by Plastic Layer in Elastic Half-Space, Sovits, GP; Plastic Deformation of Clay with Induced Arisotropy, Lewin, P; In Situ Measurement of Shear Wave Velocity at Bogazia University Campus, Texcan, SS, Erdem, SM and Durgunoglu, HT; Some Problems on the In-Situ Measurement of the Shearing Resistance in Fine Soils, Amar, S, Baguelin, F, Jezequel, JF and Lemasson, H. For the covering abstract of the conference, see IRRD Abstract No. 216157. /TRRL/

• Corporate Authors:

  Istanbul Technical University

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

Language

• English

Media Info

• Features: Figures; Photos; References; Tables;
• Pagination: p. 75-182
• Serial:
  • Publication of: Technical University of Istanbul, Turkey
  • Publisher: Istanbul Technical University

Subject/Index Terms

• TRT Terms: Alcoholism; Anchorages; Bitumen; Clay; Compressibility; Deformation; Errors; Finite element method; Foundations; Isotropy; Loads; Mathematical models; Measurement; Mix design; Plasticity; Probability; Shear strength; Soil mechanics; Soil stabilization; Soils; Strength of materials; Support piles; Tests; Waves
• Uncontrolled Terms: Models; Soil deformation
• Old TRIS Terms: Foundation investigations
• ITRD Terms: 3420: Anchorage; 4963: Bitumen; 4177: Clay; 5905: Compressibility; 5595: Deformation; 6440: Error; 6490: Finite element method; 3377: Foundation; 5917: Isotropic; 5567: Load; 6136: Measurement; 6205: Model (not math); 3399: Pile; 5922: Plasticity; 6534: Probability; 5531: Shear; 5755: Soil mechanics; 3689: Soil stabilization; 5544: Strength (mater); 6255: Test; 6767: Wave
• Subject Areas: Data and Information Technology; Geotechnology; Highways;

Filing Info

• Accession Number: 00131462
• 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