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Structural and Geotechnical Engineering:. Physical properties of soil. Rankine's lateral earth pressure. Coulomb's lateral earth pressure. Foundation Analysis and Design. Bearing from SPT number. Effect of water table. RC design of combined footing. RC design of stripe footing. Sheet Pile Wall Design. Cantelever sheet pile wall. Anchored sheet pile wall. Dead and live load. ASCE 7-05, 10 Seismic load. ASCE 7-05 wind load. ASCE 7-10 wind load. ASCE 7-05 ice load. Concrete properties, Load combination).

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Structural and Geotechnical Engineering:. Physical properties of soil. Rankine's lateral earth pressure. Coulomb's lateral earth pressure. Foundation Analysis and Design. Bearing from SPT number. Effect of water table. RC design of combined footing. RC design of stripe footing. Sheet Pile Wall Design. Cantelever sheet pile wall. Anchored sheet pile wall. Dead and live load. ASCE 7-05, 10 Seismic load. ASCE 7-05 wind load. ASCE 7-10 wind load. ASCE 7-05 ice load. Concrete properties, Load combination).
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Structural and Geotechnical Engineering:. Physical properties of soil. Rankine's lateral earth pressure. Coulomb's lateral earth pressure. Foundation Analysis and Design. Bearing from SPT number. Effect of water table. RC design of combined footing. RC design of stripe footing. Sheet Pile Wall Design. Cantelever sheet pile wall. Anchored sheet pile wall. Dead and live load. ASCE 7-05, 10 Seismic load. ASCE 7-05 wind load. ASCE 7-10 wind load. ASCE 7-05 ice load. Concrete properties, Load combination).

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Determine vertical pressure under footing

http://www.ce-ref.com/Foundation/Settlement/Footing_pressure.html

Foundation Analysis and Design. Vertical soil pressure under footing. 2 to 1 method. Example 10: Determine vertical soil pressure using 2:1 method. Example 11: Determine vertical soil pressure using Newmark’s chart. 2 to 1 method. Assume stresses distributes in a 2 to 1 slope under footing. Vertical stress at a depth z under a rectangular footing is. P /[(B Z)(L Z) [1.17]. Determine vertical soil pressure using 2:1 method. Footing: 8 feet x 4 feet rectangular footing. Column load = 25 kips. P/P and R/D as.

2

Calendar

http://www.ce-ref.com/calendar/default.html

Foundation analysis and design. Disclaimer: The content of this website was obtained and edited from various resources. The editor made reasonable effort of editing. Nevertheless, the editor does not warrant, and assume no liability for accuracy and completeness of its content. The viewer shall use his/her professional knowledge and judgment in use of the web content. Webmaster: www.ce-ref.com.

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Lat_pressure

http://www.ce-ref.com/Soil%20mechanics/Lat_pressure.html

Determine resultant force of lateral earth pressure. Lateral earth pressure due to weight of soil for cohesionless soil. Lateral earth pressure due to weight of soil for cohesive soil. Lateral earth pressure due to surcharge. Lateral Earth pressure coefficients. Rankine earth pressure coefficient. Retaining wall with horizontal backfill. Retaining wall with slope backfill. Example 4.1: Rankine's lateral earth pressure with horizontal backfill. Example 4.2: Rankine's earth pressure with slope backfill.

4

Design of square footing

http://www.ce-ref.com/Foundation/Spread_footing/Square_FTG/FTG_square.html

Design of a square footing. The procedure for designing a square footing is as follows:. Determine size of footing. Determine depth of footing for punching shear and direct shear. Determine footing reinforcement for bending moment. Determine column dowel to transfer column load. Example: Design of a square footing. Live load: 80 kips. Dead load: 120 kips. Footing uplift: 0 kips. Column size: 1 ft. x 1 ft. Allowable soil bearing capacity: 4000 psf. Soil cover above footing: 1 ft. Design code: ACI 318-05.

5

Settlement anslysis

http://www.ce-ref.com/Foundation/Settlement/Settlement.html

Determine soil pressure under footing. Consolidation, e- log p curves. Example 12: Determine consolidation settlement of normally consolidated clay. Example 13: Determine consolidation settlement of overly consolidated clay (Po. Example 14: Determine consolidation settlement of overly consolidated clay (Po. Example 15: Determine consolidation settlement of normally consolidated clay. There are two type of foundation settlements:. Immediate settlement occurs immediately, usually within a week or two, small.

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