Retaining wall problem example 5
A rigid retaining wall 19.69 ft high has a saturated backfill of soft clay soil. The properties of the clay […]
Foundation
Civil engineering of Foundation engineering. Ultimate Bearing Capacity, Safe Bearing Pressure and Settlement calculation and Combined footings and Mat foundations..
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
Reinforced Retaining Wall Lecture video
How to design Reinforced Retaining Wall Determine length of soil
Reinforced Earth Lecture video
How to design foundation retaining wall if it is constructing reinforcement. What is reinforced earth Vaiour failures of reinforced earth
Rankine’s States of Plastic Equilibrium for Cohesionless Soils
Let AT in Fig. 11.6(a) represent the horizontal surface of a semi-infinite mass of cohesionless soil with a unit weight
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Rankine’s Earth Pressure Against Smooth Vertical Wall with Cohesionless Backfill
Section AB in Fig. 11.6(a) in a semi-infinite mass is replaced by a smooth wall AB in Fig. 11.7(a). The
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Rankine’s Active Earth Pressure with Cohesive Backfill
In Fig. 1 1.1 3(a) is shown a prismatic element in a semi-infinite mass with a horizontal surface. The vertical pressure
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Proportioning of Cantilever Footing
Strap or cantilever footings are designed on the basis of the following assumptions: 1 . The strap is infinitely stiff.
Pile Foundation – Load Carrying Capacity Lecture Videos
In this video we explain: Grup action of piles Pile group in clay London test of piles (Compression test) Vertical
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