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Titlebook: Soils and Foundations for Architects and Engineers; Chester I. Duncan Book 1998Latest edition Kluwer Academic Publishers 1998 Drainage.arc

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Lateral Earth Pressure,perly designed until the designer has a clear understanding of the physical properties and in-place characteristics of the earth whose pressure the wall is to restrain. The purpose of this section is to develop the equations from which reasonable earth pressures can be computed.
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Settlement Analysis,never be eliminated, unless bearing on solid rock. It can be controlled, however, by selecting the type of foundation best suited to the type of soil found at the site, and then by establishing an allowable soil bearing pressure as a function of allowable settlement.
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