Arabic - Round (2): Module 1 - Bearing Capacity (Resistance) قدرة تحمل التربة
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About Drip Course and The course Instructor!
Must Read - Important Information About the Course
Frequently Asked Questions (FAQs)
Meet Your Instructor – Dr. Ahmed ElMouchi, PhD, PEng
Course Content
0- Course Content
Course Content by Week!
Chapter (1): Introduction
1 - Introduction
Chapter (2): Case History
2 - Case History
Chapter (3): Three Failure Modes
(3a) General Shear Failure
(3b) Local Shear Failure
(3c) Punching Shear Failure
(3d) Determine Failure Type
Chapter (4): General Bearing Capacity Equation
(4a) Three Components of Bearing Capacity
(4b) Bearing Capacity Equation (CFEM - CSA S6-19 - AASHTO - ECB)
(4c) Bearing Capacity Factors
(4d) Shape Factor
(4e) Depth Factor
(4f) Example 1 - Covers "Bearing Capacity Factor - Depth Factor - Shape Factor"
(4g) Inclination Factors
(4h) Example 2 - Covers "Inclination Factor"
(4i) Surface Slope
(4j) Example 3 - Covers Surface Slope.mp4
(4k) Base Inclination
Chapter (5): Drained Vs Undrained
Delayed 7 days
5 - Drained Vs Undrained
Chapter (6): Influence of Ground Water
Delayed 7 days
(6a) CFEM and CSA S6-19
(6b) AASHTO
(6c) Example 4 - Covers "Effect of GWT on Bearing Capacity"
Chapter (7): Eccentric Forces and Moments (4 Videos)
Delayed 7 days
(7a) CFEM (Allowable Stress Design)
(7b) AASHTO and CSA (LRFD)
(7c) Stress Calculations
(7d) Example 5 - Covers "Eccentricity Effect"
Chapter (8): Consideration for Footings on Slopes
Delayed 7 days
(8a) Introduction - AASHTO
(8b) Footings on Slope
(8c) Example 6 - Covers "Footings on Slopes"
(8d) Recall Footing on Sloped Ground CFEM
(8e) Footing Adjacent to Slope
(8f) Example 7 - Covers "Footing Adjacent to Slope"
Chapter (9): Consideration for Punching and Local Shear
Delayed 7 days
(9a) Introduction
(9b) Vesic Detailed Approach
(9c) AASHTOO Simplified Approach
(9d) Example 8 - Covers "Vesic Detailed Approach"
Chapter (10): Two Layer System
Delayed 14 days
(10a) AASHTO - H critical Determination
(10b) Undrained - Case (1)
(10c) Example 9 - Covers "Undrained Case (1)"
(10d) Undrained - Case (2)
(10e) Example 10 - Covers "Undrained Case (2)"
(10f) Drained Condition
(10g) Example 11 - Covers "Drained Condition"
Chapter (11): Closely Spaced Footings
Delayed 14 days
(11a) No Overlap
(11b) Passive Zones Just Overlap
(11c) Transition and Passive Zone Size Reduced
(11d) Very Close Footings
Chapter (12): Bearing Capacity from SPT and CPT
Delayed 14 days
(12a) CFEM - Bearing Capacity from SPT
(12b) AASHTO - Bearing Capacity from SPT
(12c) CFEM - Bearing Capacity from CPT
(12d) AASHTO - Bearing Capacity from CPT
Chapter (13): Allowable Bearing Capacity
Delayed 14 days
(13a) Uncertainties in Geotechnical Engineering
(13b) Commonly Used Values for Factor of Safety FOS
(13c) CFEM - Qall
Chapter (14): Factored Bearing Resistance
Delayed 21 days
(14a) Limit State Design
(14b) Geotechnical Resistance Factors - AASHTO and CFEM
(14c) CSA S6-19 - Geotechnical Resistance Factors
Chapter (15): Horizontal Resistance - Check Against Sliding
Delayed 21 days
(15a) Canadian Highway Bridge Design Code - CSA S6-19
(15b) AASHTO - Cohesionless Soils
(15c) AASHTO - Cohesive Soils
Chapter (16): Bearing Capacity on Rocks
Delayed 21 days
(16a) Failure Modes
(16b) Methods for Bearing Capacity on rock
(16c) Core Strength Method
Chapter (17): Typical Values for Preliminary Design Bearing Pressures
Delayed 21 days
(17a) Cohesionless Soil - CFEM
(17b) Cohesionless AASHTO
(17c) Cohesive Soils - CFEM
(17d) Cohesive Soils AASHTO
(17e) Rock - CFEM
(17f) Rock - AASHTO
(17g) Problematic Soils
Chapter (18): Geotechnical-Structure Cycle
Delayed 21 days
18- Geotechnical-Structure Cycle
Products
Course
Section
Lesson
(4j) Example 3 - Covers Surface Slope.mp4
(4j) Example 3 - Covers Surface Slope.mp4
Arabic - Round (2): Module 1 - Bearing Capacity (Resistance) قدرة تحمل التربة
Buy now
Learn more
About Drip Course and The course Instructor!
Must Read - Important Information About the Course
Frequently Asked Questions (FAQs)
Meet Your Instructor – Dr. Ahmed ElMouchi, PhD, PEng
Course Content
0- Course Content
Course Content by Week!
Chapter (1): Introduction
1 - Introduction
Chapter (2): Case History
2 - Case History
Chapter (3): Three Failure Modes
(3a) General Shear Failure
(3b) Local Shear Failure
(3c) Punching Shear Failure
(3d) Determine Failure Type
Chapter (4): General Bearing Capacity Equation
(4a) Three Components of Bearing Capacity
(4b) Bearing Capacity Equation (CFEM - CSA S6-19 - AASHTO - ECB)
(4c) Bearing Capacity Factors
(4d) Shape Factor
(4e) Depth Factor
(4f) Example 1 - Covers "Bearing Capacity Factor - Depth Factor - Shape Factor"
(4g) Inclination Factors
(4h) Example 2 - Covers "Inclination Factor"
(4i) Surface Slope
(4j) Example 3 - Covers Surface Slope.mp4
(4k) Base Inclination
This section is
delayed by 7 days.
Chapter (5): Drained Vs Undrained
5 - Drained Vs Undrained
This section is
delayed by 7 days.
Chapter (6): Influence of Ground Water
(6a) CFEM and CSA S6-19
(6b) AASHTO
(6c) Example 4 - Covers "Effect of GWT on Bearing Capacity"
This section is
delayed by 7 days.
Chapter (7): Eccentric Forces and Moments (4 Videos)
(7a) CFEM (Allowable Stress Design)
(7b) AASHTO and CSA (LRFD)
(7c) Stress Calculations
(7d) Example 5 - Covers "Eccentricity Effect"
This section is
delayed by 7 days.
Chapter (8): Consideration for Footings on Slopes
(8a) Introduction - AASHTO
(8b) Footings on Slope
(8c) Example 6 - Covers "Footings on Slopes"
(8d) Recall Footing on Sloped Ground CFEM
(8e) Footing Adjacent to Slope
(8f) Example 7 - Covers "Footing Adjacent to Slope"
This section is
delayed by 7 days.
Chapter (9): Consideration for Punching and Local Shear
(9a) Introduction
(9b) Vesic Detailed Approach
(9c) AASHTOO Simplified Approach
(9d) Example 8 - Covers "Vesic Detailed Approach"
This section is
delayed by 14 days.
Chapter (10): Two Layer System
(10a) AASHTO - H critical Determination
(10b) Undrained - Case (1)
(10c) Example 9 - Covers "Undrained Case (1)"
(10d) Undrained - Case (2)
(10e) Example 10 - Covers "Undrained Case (2)"
(10f) Drained Condition
(10g) Example 11 - Covers "Drained Condition"
This section is
delayed by 14 days.
Chapter (11): Closely Spaced Footings
(11a) No Overlap
(11b) Passive Zones Just Overlap
(11c) Transition and Passive Zone Size Reduced
(11d) Very Close Footings
This section is
delayed by 14 days.
Chapter (12): Bearing Capacity from SPT and CPT
(12a) CFEM - Bearing Capacity from SPT
(12b) AASHTO - Bearing Capacity from SPT
(12c) CFEM - Bearing Capacity from CPT
(12d) AASHTO - Bearing Capacity from CPT
This section is
delayed by 14 days.
Chapter (13): Allowable Bearing Capacity
(13a) Uncertainties in Geotechnical Engineering
(13b) Commonly Used Values for Factor of Safety FOS
(13c) CFEM - Qall
This section is
delayed by 21 days.
Chapter (14): Factored Bearing Resistance
(14a) Limit State Design
(14b) Geotechnical Resistance Factors - AASHTO and CFEM
(14c) CSA S6-19 - Geotechnical Resistance Factors
This section is
delayed by 21 days.
Chapter (15): Horizontal Resistance - Check Against Sliding
(15a) Canadian Highway Bridge Design Code - CSA S6-19
(15b) AASHTO - Cohesionless Soils
(15c) AASHTO - Cohesive Soils
This section is
delayed by 21 days.
Chapter (16): Bearing Capacity on Rocks
(16a) Failure Modes
(16b) Methods for Bearing Capacity on rock
(16c) Core Strength Method
This section is
delayed by 21 days.
Chapter (17): Typical Values for Preliminary Design Bearing Pressures
(17a) Cohesionless Soil - CFEM
(17b) Cohesionless AASHTO
(17c) Cohesive Soils - CFEM
(17d) Cohesive Soils AASHTO
(17e) Rock - CFEM
(17f) Rock - AASHTO
(17g) Problematic Soils
This section is
delayed by 21 days.
Chapter (18): Geotechnical-Structure Cycle
18- Geotechnical-Structure Cycle
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