Cohesionless Soils Relationship Between qc, Dr and 0 Relationships between the static cone penetration resistance qc and 0 have been […]
The CPT Method of Determining Ultimate Bearing Capacity Read Post »
The coefficient of subgrade reaction is defined as the ratio between the pressure against the footing or mat and the settlement
It will be useful to define, at this stage, some of the terms relating to bearing capacity of foundations (refer to
Terzaghi (1943) used the same form of equation as proposed by Prandtl (1921) and extended his theory to take into account
Tension piles Uplift Capacity of piles Mayerhof and Adams method formulas Laterally loaded piles
The content: 1.1 Standard penetration tests (SPT) 1.1.1 Modification of raw SPT values 1.1.1.1 Method A 1.1.1.2 Method B 1.1.2
Foundation Interaction Kerr model 1956 Isotropic Elastic Half space Vlarov model Beams on elastic foundatiın infinite beam with concentrated load
Advanced Foundation Engineering by Dr. Kousik Deb, Department of Civil Engineering, IIT Kharagpur.
Soil Exploration – Geophysical Exploration Lecture videos Read Post »