Skempton’s Bearing Capacity Factor NC
For saturated clay soils, Skempton (1951) proposed the following equation for a strip foundation
Foundation
Civil engineering of Foundation engineering. Ultimate Bearing Capacity, Safe Bearing Pressure and Settlement calculation and Combined footings and Mat foundations..
Shallow Foundation Lecture Videos
Lecture Series on Foundation Engineering by Dr.N.K.Samadhiya In this course teacher explain: What is foundation Different type of foundations Shallow
Shallow foundation ultimate bearing capacity
It is the customary practice to regard a foundation as shallow if the depth of the foundation is less than
Settlement Calculation Lecture Videos
In this video explain: How to calculate immediate settlement How to calculate Consolidation settlement Different types of soil Depth corrections
Seismic Design of Retaining Wall Lecture video
Seismic analysis of retaining wall Design of seismic condition Design of gravity retaining wall based on very small displacement Hydrodynamic
Safe Bearing Pressures for Mat Foundations on Sand and Clay
Mats on Sand Because the differential settlements of a mat foundation are less than those of a spread foundation designed
Safe Bearing Pressures for Mat Foundations on Sand and Clay Read Post »
Rigid retaining wall problem example
A rigid retaining wall 5 m high supports a backfill of cohesionless soil with 0= 30°. The water table is below
Rigid retaining wall problem example 2
A railway line is laid parallel to a rigid retaining wall as shown in Fig. Ex. 11.14. The width of
Retaining wall problem example 2
A wall of 8 m height retains sand having a density of 1.936 Mg/m3 and an angle of internal friction of