Lateral Earth Pressure for at Rest Condition
If the wall is rigid and does not move with the pressure exerted on the wall, the soil behind the […]
Civil engineering of Foundation engineering. Ultimate Bearing Capacity, Safe Bearing Pressure and Settlement calculation and Combined footings and Mat foundations..
If the wall is rigid and does not move with the pressure exerted on the wall, the soil behind the […]
Ground motions during an earthquake tend to increase the earth pressure above the static earth pressure. Retaining walls with horizontal
Lateral Earth Pressure on Retaining Walls During Earthquakes Read Post »
Structures that are built to retain vertical or nearly vertical earth banks or any other material are called retaining walls.
The bearing capacity Eq. (12.6) developed by Terzaghi is for a strip footing under general shear failure. Eq. (12.6) has
Rocks encountered in nature might be igneous, sedimentary or metamorphic. Granite and basalt belong to the first group. Granite is
General Consideration A floating foundation for a building is defined as a foundation in which the weight of the building
It is the usual practice of some designers to ignore the inertia forces of the mass of the gravity retaining
Effect of Wall Lateral Displacement on the Design of Retaining Wall Read Post »
The theoretical equations developed for computing the ultimate bearing capacity qu of soil are based on the assumption that the
Terzaghi (1943) developed Eq. (12.6) based on the assumption that the soil is incompressible. In order to take into account the
Effect of Soil Compressibility on Bearing Capacity of Soil Read Post »