INFLUENCE OF STRESS HISTORY ON REMOULDED COHESIVE SOILS
Soils with a wide range of plasticity were compressed in a one-dimensional cell up to 2200 p.s.i. with subsequent rebound to zero stress. There is a relation between coeff. of earth pressure and the drained angle of internal friction and with plasticity. In medium and high plasticity soils a laminar structure appeared and after the test a jointed structure was observed for all soils suggesting that structures of these types in preconsolidated deposits are due to stress history.
Environment Canada70 Cremazie Street
Ottawa, Ontario Canada K1A 0H3
- Brookes, E W
- Sutton, F C
- Publication Date: 1964
- Pagination: 1 p.
- TRT Terms: Cohesive soils; Compression; Earth pressure; Internal friction; Plasticity; Soil structure; Stresses
- Subject Areas: Geotechnology; Highways;
- Accession Number: 00263804
- Record Type: Publication
- Source Agency: Journal of Applied Chemistry
- Files: TRIS
- Created Date: Jan 9 1975 12:00AM