ISTANBUL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. VOLUME 1. SESSION 2: CASE STUDIES OF FIELD BEHAVIOUR

Among the papers presented in Session 2- were the following- Deformations of Structures on Collapsible Soils, Krutov, VI; Deformations of Structures Erected on Swelling Soils, Sorotchan, AE and Dyoakonov, VP; Causes of Failures of Structures Built on Weak Clayey Soils, Abelev, MY; Settlements Observed on a Clayey Sand and Gravel Layer, Guez, H; Predictability of Volume Changes of Shales, Annamalai, M, Laguros, JG and Kumar, S; Bearing Capacity of Asbestos-Cement Pipe Piles, Sovinc, I and Vogrincic, G; The In-Situ Creep in Soft Rocks Using a Prolonged Model Pipe Test, Ai-Shaikh-Ali, MMH and Davis, AG; Soil Instrumentation for Highway Landslide Study, Soydemir, C and Balkir, T; Geotechnical Properties of Spoil, Sliwa, J, Kawalec, B and Pieczyrak, J; The Shape Effect Relationship in Landslides, Erguvanli, K; Spreading of Clay Slopes, Togrol, E; Piled Embankment Supported by Single Pilecape, Rathmayer, H; Expansible Rings for Support of Test Pit Walls, Mirata, T; In Situ Shear Strength of Soft Organic Soils, Schwab, EF and Btoms, BB. 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. 155-237
• Serial:
  • Publication of: Technical University of Istanbul, Turkey
  • Publisher: Istanbul Technical University

Subject/Index Terms

• TRT Terms: Asbestos; Bearing capacity; Clay; Compressibility; Compression tests; Creep; Deformation; Embankments; Failure; Foundations; Gravel; Ground settlement; Landslides; Measuring instruments; Pipe; Pits; Rock mechanics; Rocks; Sand; Shale; Shear strength; Slope stability; Soils; Strength of materials; Structural analysis; Structural mechanics; Structures; Support piles; Swelling; Tests
• Uncontrolled Terms: Soil deformation; Structural behavior
• Old TRIS Terms: Foundation investigations; Soil compression tests
• ITRD Terms: 6155: Apparatus (measuring); 4528: Asbestos; 3085: Bearing capacity; 4177: Clay; 5905: Compressibility; 4732: Creep (mater); 5595: Deformation; 2801: Embankment; 3355: Engineering structure; 5702: Excavation pit; 5520: Failure; 3377: Foundation; 4575: Gravel; 4029: Landslide; 3399: Pile; 3361: Pipe; 4154: Rock; 4105: Sand; 5792: Settlement; 4168: Shale; 5531: Shear; 5783: Slope stability; 4156: Soil; 5544: Strength (mater); 5203: Swelling (soil); 6255: Test
• Subject Areas: Bridges and other structures; Geotechnology; Highways;

Filing Info

• Accession Number: 00131467
• 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