October 21, 2015

Gross and Net Soil Pressures

In RISAFoundation, the Allowable Soil Bearing value is controlled by the Soil Region. This value is always taken as a Gross allowable soil pressure by default.

Allowable Soil Bearing values are typically supplied by the Geotechnical Engineer as either Gross or Net allowable values. The Gross or Net Soil Pressure can be specified in the Footing Definitions spreadsheet under the Soil tab. In RISAFoundation, the option to choose between gross and net soil pressures is only available for footings.

Footing Definitions Spreadsheet

The soil bearing check in RISAFoundation uses the same load to check soil bearing (Footing Self-Weight + Overburden + Applied Load) regardless of whether a Gross or Net Soil Pressure is specified.

The Gross Soil Pressure combines the upward pressure and the added pressure due to the applied load, equal to the applied load divided by the footing area.

Gross Soil Pressure

Gross Soil Pressure

When a Gross Soil Pressure is specified, the load is compared directly against the Bearing Allowable (user-entered) value in the Model Settings under the Solution tab:

Model Settings Entry for Allowable Bearing (Gross)

Model Settings Entry for Allowable Bearing (Gross)

For the Net Soil Pressure, the overburden and self-weight is canceled out by an equal and opposite upward pressure, leaving a Net Soil Pressure equal to the applied load divided by the footing area.

Net Soil Pressure

Net Soil Pressure

When a Net soil pressure is specified the load is compared against a modified soil capacity as shown below:

Soil Capacity = Bearing Allowable (user-entered) + Footing Self Weight + Overburden (user-entered)

If the sum of Footing Self Weight and Overburden do not equal the soil weight which was present above the footing/soil interface strata prior to excavation then the modified soil capacity provided by the program is incorrect. In this circumstance the Net Allowable Soil Bearing value should be specified as a Gross value in the program, and the magnitude of Bearing Allowable should be increased by that pre-excavation soil weight.


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This entry was posted by RISA News on Wednesday, October 21st, 2015 at 8:00 am and is filed under Technical Solutions. You can follow any responses to this entry through the RSS 2.0 feed. Both comments and pings are currently closed.

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