Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The 11 papers in this report deal with the following areas: compaction procedures, specifications, and control considerations; embankment compaction and quality control; prediction of roller compaction efficiency; undrained failure of compacted plastic embankments; compaction effects of oscillating rollers; building on mine spoil: new approach using dynamic consolidation and pressuremeter testing; wick drains, membrane reinforcement, and lightweight fill for embankment construction at Dumbarton; determining maximum void ratio of uniform cohesionless soils; compressibility of field-compacted clay; compaction practice for dam cores at Hydro-Quebec; and, lateral pressure developed during compaction.
The 11 papers in this report deal with the following areas: compaction procedures, specifications, and control considerations; embankment compaction and quality control; prediction of roller compaction efficiency; undrained failure of compacted plastic embankments; compaction effects of oscillating rollers; building on mine spoil: new approach using dynamic consolidation and pressuremeter testing; wick drains, membrane reinforcement, and lightweight fill for embankment construction at Dumbarton; determining maximum void ratio of uniform cohesionless soils; compressibility of field-compacted clay; compaction practice for dam cores at Hydro-Quebec; and, lateral pressure developed during compaction.
Earthwork Compaction
E. T. Selig (Autor:in)
1982
87 pages
Report
Keine Angabe
Englisch
TIBKAT | 1982
|UB Braunschweig | 1982
|Engineering Index Backfile | 1940
|Compaction in earthwork and road construction
Engineering Index Backfile | 1967
|Earthwork compaction evaluation using soil air voids
Online Contents | 2007
|