THE MEASUREMENT, SELECTION AND USE OF DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING. VOLUME 3

(Continued from TRIS 334810). Prediction of the bearing capacity of displacement piles, penetrating into a very dense sand layer, from the results of CPT tests; Reliable geotechnical parameters for marine sand-mud complex obtained by means of large scale loading test; Comparison of estimated and in-situ stresses and displacements under foundations in layers of different thickness; Field and laboratory observations of the pore pressure rise in unhomogeneous soil under the open cast dump; Pile test program in overconsolidated sand; Test embankment on an organic silty clay; Comparison between large-scale in-situ shear test and results of triaxial tests on Oslo clay; The measurements trial use and selection of initial design parameters for dikes on very soft clay in the dead sea, Jordan; The design and performance of large diameter bored piles in weak mudstone rocks; A parameter to define the soil-pier interaction for axially loaded piers; strength parameters for short term stability problems in stiff fissured unsaturated clays; pull-out tests on reinforcements embedded in uniformly graded sand subject to vibration; continued on TRIS 334812.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/0727700804
• Supplemental Notes:
  • Proceedings of the Seventh European Conference on Soil Mechanics and Foundation Engineering, held at Brighton.
• Corporate Authors:

  British Geotechnical Society

  Great George Street, Westminster
  London SW1,   England 
• Authors:
  • Deats, J A
  • Lousberg, E
  • Deusberg, E
  • Wallays, M
  • Carpentier, R
  • Dembicki, E
  • Odrobinski, W
  • Zadroga, B
  • Dovnarovich, S V
  • Glazer, Z
  • Pininiska, J
  • Heins, W F
  • Barends, FBJ
  • Holtz, R D
  • Holm, G
  • Karlsrud, K
  • Knight, D J
  • BRICE, G J
  • Leach, B A
  • THOMPSON, R P
  • Manoliu, I
  • Dimitriu, D
  • Mirata, T
  • Murray, R T
  • CARDER, D R
  • Krawczyk, J V
• Publication Date: 1979

Media Info

• Features: Figures; Photos; References; Tables;
• Pagination: 314 p.
• Serial:
  • Publication of: British Geotechnical Society
  • Publisher: British Geotechnical Society
  • ISSN: 0727-700804

Subject/Index Terms

• TRT Terms: Axial loads; Bearing capacity; Conferences; Design; Dislocation (Geology); Engineering; Foundations; Geotechnical engineering; Sand; Soft clays; Stability (Mechanics); Stresses; Time duration; Triaxial shear tests; Unsaturated soils; Vibration
• Uncontrolled Terms: Design criteria; Short term
• ITRD Terms: 3085: Bearing capacity; 3434: Bridge pier; 4781: Cast in situ concrete; 4177: Clay; 8525: Conference; 5791: Consolidation (soil); 5211: Cracking; 3641: Driving (pile); 2801: Embankment; 3377: Foundation; 8054: Jordan; 5567: Load; 5483: Movement; 4179: Mud; 3399: Pile; 5762: Pore water pressure; 6259: Pull out test; 3471: Reinforcement (in mater); 4105: Sand; 5531: Shear; 4149: Silt; 5930: Stability; 5544: Strength (mater); 5575: Stress (in material); 6255: Test; 5566: Triaxial
• Subject Areas: Design; Geotechnology; Highways;

Filing Info

• Accession Number: 00334811
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Report/Paper Numbers: Monograph
• Files: ITRD, TRIS
• Created Date: Sep 16 1981 12:00AM