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Soil-Structure Interaction Seminar - Foundation Performance ...

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and rigidity to control, dissipate and distribute the actual loads.<br />

In this way, it should control movements in the upper structure<br />

such that a home does not have a significant number of reoccurring<br />

problems such as sticking doors, sheetrock cracks, brick cracks,<br />

etc. and it should not move in such a manner that the structure<br />

itself becomes unsafe.<br />

REQUIREMENTS:<br />

For a proper design to be successful several items must be<br />

'considered:<br />

A. Good soils information is important. A proper soil study<br />

and report, which include PTI design parameters,<br />

allowable soil bearing values, and plasticity indiGeS, is<br />

, recommended.<br />

B. _Proper lot preparation and building pad placement are<br />

necessary.<br />

C. Proper foundation makeup and reinforcement placement must<br />

be done.<br />

D. Good quality concrete and proper placement of the<br />

concrete are performance related items, which must be<br />

controlled.<br />

E. Correct curing procedures are important.<br />

F. Proper grading and drainage around the home are a must111<br />

G. Proper homeowner maintenance is also required.<br />

It has been our experience that good construction procedures<br />

and proper drainage have the largest overall effect on long term<br />

performance of residential foundations.<br />

AREAS FOR IMPROVEMENT<br />

Areas we see which consistently can use improvement are lot<br />

and pad preparation, curing procedures and homeowner maintenance.<br />

A. If a lot or pad is improperly placed, initial deflection<br />

and settlement can occur which can crack the foundation<br />

system, which is unreinforced for a minimum of 4 days<br />

after placement. Tendon stressing cannot be done until<br />

the concrete strength has increased sufficiently to<br />

accept the stressing forces. Once a crack has formed in<br />

the foundation, the slab will "in effect" hinge at that<br />

location and it is considerably less rigid than at the<br />

adjacent areas of the remaining foundation system. If<br />

the foundation is subjected to some amount of movement,<br />

problems in the upper structure can be concentrated in<br />

the vicinity of the crack.<br />

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