Foundation - Civil Engineering X

Well Foundations Lecture videos

Tension piles Uplift capacity of piles Laterally Loaded piles

A retaining wall with a vertical back of height 7.32 m supports a cohesionless soil of unit weight 17.3 kN/m3 and

The major uses of piles are: 1. To carry vertical compression load. 2. To resist uplift load. 3. To resist

Standard Energy Ratio Res Applicable to N Value The effects of field procedures and equipment on the field values of

All the theoretical analysis dealt with so far is based on the assumption that the subsoil is isotropic and homogeneous

Piles may be classified according to their composition as 1. Timber Piles, 2. Concrete Piles, 3. Steel Piles. Timber Piles:

According to the method of construction, there are three types of piles. They are 1. Driven piles, 2. Cast-in-situ piles

Experimental investigations have indicated that foundations on dense sand with relative density greater than 70 percent fail suddenly with pronounced

Consider the simplest case of a shallow foundation subjected to a central vertical load. The footing is founded at a