ISTANBUL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. VOLUME 1. SESSION 1: ENGINEERING PROPERTIES AND BEHAVIOUR OF SOILS

The following papers were presented in Session 1 Effects of Repeated Loading on the Stress-Strain Behaviour of a Saturated Clay, Balasubramanian, AS and Parameswaran, S; Soil Parameters Affecting Coefficient of Earth Pressure at Rest of Cohesionless Soils, Saglamer, A; Remarks on the Effect of Overconsolidation on the Coefficient of Earth Pressure at Rest, Belloti, R, Formigoni, G and Jamiolkowski, MB; A Suggested Model for Swell-Pressure Relationships in Expansive Soils, Livneh, M and Leonov, M; Permeability Tests on Compressible Soils, Birder, U and Poskitt, TJ; Effect of Grain Characteristics on Packing of Sands, Edil, TB, Krizek, RJ and Zelasko, JS; Shear Behavior of Sands as a function of Grain Characteristics, Zelasoko, JS, Krizek, RJ and edil, TB; Mechanisms Controlling the Liquid Limit of Clays, Sridharan, A and Venkatappa Rao, G; Pore Size Distribution in Compacted Soils, Sridharan, A and Venkatappa Rao, G; The Strength Coefficient K of Granular Soils, Korhunen, KH; Reversion of Deformations of Granular Soils, Pruska, L; Revaluation of the Clay Shearing Condition with the Angle of Internal Friction = 0, Mortari, R; Assessment of Strength Parameters in Fissured Clay, Bundret, J; Prediction of Constitutive Laws for Granular Soils, Prakashi, S, Saran, S and Sharan, UN; New Oedometer Routines - Advantages in Engineering Practice Sallfors, G; Use of Centrifuge in Soil Compressibility Tests, Vutsel, VI and Scherbina, VI; Physicochemical Properties of Vallelunga Clays, Genevois, R. 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. 1-153
• Serial:
  • Publication of: Technical University of Istanbul, Turkey
  • Publisher: Istanbul Technical University

Subject/Index Terms

• TRT Terms: Accelerated tests; Centrifugal force; Centrifuges; Chemical analysis; Chemical properties; Clay; Coefficient of internal friction; Compaction; Compressibility; Compression tests; Consolidations; Cracking; Deformation; Deformation curve; Earth pressure; Expanded clay; Grain size; Granular soils; Liquid limits; Oedometers; Percent saturation; Permeability; Porosity; Repeated loads; Sand; Shear strength; Soils; Strength of materials; Stresses; Swelling; Tests
• Uncontrolled Terms: Earth pressure at rest; Particle size distribution; Soil deformation
• Old TRIS Terms: Soil compression tests; Soil permeability; Soil porosity
• ITRD Terms: 5404: Centrifugal force; 7163: Chemical analysis; 4177: Clay; 5775: Coefficient of internal friction; 5904: Compaction (state of); 5905: Compressibility; 5791: Consolidation (soil); 5211: Cracking; 5595: Deformation; 5907: Degree of saturation (mater); 5735: Earth pressure at rest; 4596: Expanded clay; 5918: Liquid limit; 4109: Non cohesive soil; 6168: Oedometer; 6200: Particle size distribution; 5921: Permeability; 5938: Porosity; 5588: Repetitive loading; 4105: Sand; 5531: Shear; 4156: Soil; 5544: Strength (mater); 5575: Stress (in material); 5203: Swelling (soil); 6255: Test
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00131460
• 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