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1806.3.2 Lateral Sliding Resistance Limit
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For clay, sandy clay, silty clay, clayey silt, silt and sandy silt, the lateral sliding resistance shall not exceed one-half the dead load.
Related Code Sections
1806.3.2 Soils and Foundations, Lateral Sliding Resistance Limit
For clay, sandy clay, silty clay, clayey silt, silt and sandy silt, the lateral sliding resistance shall not exceed one-half the dead load ...
Building Code 2021 of Illinois > 18 Soils and Foundations > 1806 Presumptive Load-Bearing Values of Soils > 1806.3 Lateral Load Resistance > 1806.3.2 Lateral Sliding Resistance Limit
1806.3.2 Soils and Foundations, Lateral Sliding Resistance Limit
For clay, sandy clay, silty clay, clayey silt, silt and sandy silt, the lateral sliding resistance shall not exceed one-half the dead load ...
Building Code 2018 of Illinois > 18 Soils and Foundations > 1806 Presumptive Load-Bearing Values of Soils > 1806.3 Lateral Load Resistance > 1806.3.2 Lateral Sliding Resistance Limit
Section 1806 Soils and Foundations, Presumptive Load-Bearing Values of Soils
VERTICAL FOUNDATION PRESSURE (psf)
LATERAL BEARING PRESSURE (psf/ft below natural grade)
LATERAL SLIDING RESISTANCE
Coefficient ...
Building Code 2021 of Illinois > 18 Soils and Foundations > 1806 Presumptive Load-Bearing Values of Soils
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Retaining walls shall be designed to resist the lateral action of soil to produce sliding and overturning with a minimum safety ...
Building Code 2021 of Illinois > 18 Soils and Foundations > 1807 Foundation Walls, Retaining Walls and Embedded Posts and Poles > 1807.2 Retaining Walls > 1807.2.3 Safety Factor
1807.2.3 Soils and Foundations, Safety Factor
Retaining walls shall be designed to resist the lateral action of soil to produce sliding and overturning with a minimum safety factor of 1.5 in each ...
Building Code 2018 of Illinois > 18 Soils and Foundations > 1807 Foundation Walls, Retaining Walls and Embedded Posts and Poles > 1807.2 Retaining Walls > 1807.2.3 Safety Factor