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