Karteikarten
GEOTECHNICAL ENGINEERING
Karten in diesem Stapel (7)
- 1Compressibility of Soil Boussinesq (1883) solved the problem of stresses produced at any point in a homogeneous, elastic, and isotropic medium as the result of a point load applied on the surface of an infinitely large half space.Boussinesq (1883) solved the problem of stresses produced at any point in a homogeneous, elastic,
and isotropic medium as the result of a point load applied on the surface of an infinitely large half space. - 2Vertical Stress Caused by a Vertical Line Load The vertical stress increase inside the soil mass can be determined by using the principles of the theory of elasticity,
- 3Vertical Stress Caused by a Horizontal Line Load
- 4Boston Rule (Approximate method)
- 5Total settlement of a foundationST= Sc+Ss+Se
- 6PRIMARY CONSOLIDATION SETTLEMENT OF NORMALLY CONSOLIDATED
- 7PRIMARY CONSOLIDATION SETTLEMENT OF OVERCONSOLIDATED
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- GEOTEN2 GEOTECHNICAL ENGINEERING Karteikarten am GEOTECHNICAL ENGINEERING, erstellt von ROSE DIAZ am 04/05/2023.
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- ROSE DIAZ
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