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FLOOD09347
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Last modified
1/26/2010 10:08:56 AM
Creation date
10/5/2006 4:13:40 AM
Metadata
Fields
Template:
Floodplain Documents
County
Denver
Community
All
Stream Name
All
Basin
South Platte
Title
Nature's Building Codes: Geology and Construction in Colorado
Date
1/1/1979
Prepared For
State of Colorado
Prepared By
CGS
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br /> <br />steel, and Insufficient attention to surface and underground <br />water. Miscalculating the severity of the problem for a <br />particular clay soil can result in damage although some <br />mitigating measures were taken. <br /> <br />Construction problems related to swell ing soi Is Include lack <br />of reinforcing steel, Insufficient or Improperly placed <br />reinforcing steel, mushroom-topped drilled piers, and <br />Inadequate void space between salls and grade beams. <br />Allowing clays to dry excessively before pouring concrete and <br />permitting the ponding of water near a foundation during and <br />after construction also are contributing factors in <br />swell ing-sol I related construction problems. aui Iding <br />without allowance for basement or ground floor movement in <br />known swelling soils areas is a very common source of <br />property damage. Improper landscaping problems include <br />inadequate management of surface drainage and planting <br />vegetation next to the foundation 50 irrigation water enters <br />the soil. <br /> <br />Mitigation <br /> <br />Methods for building In and on swelling soils are well <br />developed and some of them are highly sophisticated. <br />Although more costly Initially, there is usually no reason <br />to avoid construction provided the appropriate mitiqation <br />measures are taken. Correct i va measures to prevent or at <br />least mln~ze damage and recurring problems Include: <br /> <br />I dent i fy i ng so I I prob I ems <br /> <br />Testing of sol Is to determine <br />their physical characteristics <br /> <br />Designing structures to with- <br />stand the l'worst possible" <br />changing sol I conditions as <br />indicated by testing. <br /> <br />Constructing the properly engineered <br />design In a workmanlike fashion <br /> <br />Educat i ng bu i I ding owners/ <br />occupants about the sol I situation <br />and its potential significance, <br />especially relative to the roie of water. <br /> <br /> <br />Swe I II ng so II s damaged th I s basement slab so severe I y that <br />the concrete was removed. The photo shows the basement floor <br />before it was hauled away. <br /> <br />39 <br />
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