Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The first part of this investigation consisted of an analysis of the stress-strain time properties of clay soils. The formulation of stress-strain-time behavior was used to calculate the deformations of a cut and an embankment of the Independence Interchange near Cleveland. The calculated deformations were compared with the measured deformations and general agreement was observed. During construction, a slide occurred in a section of the embankment. A separate part of the investigation studied the causes of the slide. The shear strength was measured and a stability analysis was made.
The first part of this investigation consisted of an analysis of the stress-strain time properties of clay soils. The formulation of stress-strain-time behavior was used to calculate the deformations of a cut and an embankment of the Independence Interchange near Cleveland. The calculated deformations were compared with the measured deformations and general agreement was observed. During construction, a slide occurred in a section of the embankment. A separate part of the investigation studied the causes of the slide. The shear strength was measured and a stability analysis was made.
Long-Term Deformation in Clay
T. H. Wu (Autor:in)
1973
299 pages
Report
Keine Angabe
Englisch
Highway Engineering , Soil & Rock Mechanics , Clay soils , Deformation , Highways , Soil mechanics , Embankments , Stress strain diagrams , Creep , Triaxial tests , Shear stress , Viscoelasticity , Computer programs , Finite element analysis , Field tests , Laboratory tests , Ohio , DOT/5M , DOT/4CZ/CA
| NTIS | 1967
Undrained deformation behavior of saturated soft clay under long-term cyclic loading
| Online Contents | 2013
Undrained deformation behavior of saturated soft clay under long-term cyclic loading
| British Library Online Contents | 2013
Effect of Cross Section Geometry on Long Term Deformation of Clay Brickwork
| British Library Conference Proceedings | 1992
Long-term stability of clay slopes
| Engineering Index Backfile | 1964