Foundation - Page 8 of 10 - Civil Engineering X

Deep Foundation Lecture Videos

In this video Introduction Pile Foundtion Types of Piles Static pile load formulae Piles in clay

It is customary practice to use curved surfaces of failure for determining the passive earth pressure P on a retaining wall

A counterfort wall of 10 m height retains a non-cohesive backfill. The void ratio and angle of internal friction of the

Coulomb made the following assumptions in the development of his theory: 1. The soil is isotropic and homogeneous 2. The

PASSIVE STATE In Fig. 11.18, the notations used are the same as in Fig. 11.17. As the wall moves into

Concept of Coulomb’s Formula Coulomb (1776) computed the passive earth pressure of ideal sand on the simplifying assumption that the

Piles may be classified as long or short in accordance with the L/d ratio of the pile (where L =

One of the best known foundation failures occurred in October 1913 at North Transcona, Manitoba, Canada. It was ascertained later on

A cantilever retaining wall of 7 meter height (Fig. Ex. 11.2) retains sand. The properties of the sand are: e