Earth retaining structure problem example
For the earth retaining structure shown in Fig. Ex. 11.3, construct the earth pressure diagram for the active state and determine […]
Foundation
Civil engineering of Foundation engineering. Ultimate Bearing Capacity, Safe Bearing Pressure and Settlement calculation and Combined footings and Mat foundations..
Design of Mat Foundation by Rigid Method
In the conventional rigid method the mat is assumed to be infinitely rigid and the bearing pressure against the bottom
Design of Mat Foundations by Elastic Plate Method
Many methods are available for the design of mat-foundations. The one that is very much in use is the finite
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Design of Raft Foundation Lecture videos
In this video, we wil see: Combined footing Rectangular combined footing Tropeziodal combined footing Raft Foundation example
Design of Shallow Foundation Lecture Videos
In this video using Bearing capacity and settlement factors and design foundation. Advanced Foundation Engineering by Dr. Kousik Deb, Department
Design of Retaining Wall Lecture videos
Explain this video Types of retaining wall Gravity retaining wall Centilever retaining wall Design of Retaining Wall Design of Retaining
Design of Sheet Piles
Sheet Piles Similar to Retaining wall How to determine Sheet Piles Centilever sheet piles Cohesive soil https://www.youtube.com/watch?v=laj6eROitcE Example Sheet Pile (Granular soil) Active
Design of Combined Footings by Elastic Line Method
The relationship between deflection, y, at any point on an elastic beam and the corresponding bending moment M may be expressed
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Design of Combined Footings by Rigid Method (Conventional Method)
The rigid method of design of combined footings assumes that 1. The footing or mat is infinitely rigid, and therefore,
Design of Combined Footings by Rigid Method (Conventional Method) Read Post »