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Suitability of Soils for Buildings with Basements

Amber Anderson; Lee Burras; and Gerald Miller

Limitations for Building Sites for Houses with Basements

A building site needs to have soil that will support the weight of the structure without undue settling. The soil should be deep enough to permit excavation for a basement without major rock blasting and removal as well as permitting the reshaping of the area for landscaping. The soil should be deep enough to grow grass, trees, and garden plants.

Shrink-swell of the soil relates to the percent of volume change during wetting and drying. Table 3 shows shrink-swell ratings and values for percent volume changes. Soils whose volume changes by more than nine percent will affect the stability of basement walls, the foundation, patio, sidewalks, and concrete floors anchored to the ground.

Both external and internal soil drainage are important factors. A tendency toward shallow ponding is considered a limitation and occasional flooding is a major limitation. Internal drainage influences the weight the soil can support, the likelihood of wet basements, and the suitability of the soil for growing trees and shrubs. Evidence of water in the soil profile will be determined by identifying the presence of redox features within the upper 40 inches of the soil profile.

The properties listed in Table 4 determine whether limitations occur for houses with basements. The properties listed are not inclusive for arriving at an overall evaluation as to the suitability of a building site for houses with basements.

Table 3. Shrink-swell ratings and values for Percent Volume Change*

RATINGS USED IN SOIL SURVEY REPORTS

TEXTURAL GROUPS (CLASSES) FOR IOWA SOILS

PERCENT VOLUME CHANGE

Very low

Coarse, mod. coarse

0-3

Low

Mod. coarse, medium (loams)

3-9

Moderate

Medium (silt loams, silts), mod. fine

9-19

High

Mod. fine, fine

19-33

Very high

Fine

>33

* George R. Hallberg. The Use of COLE values for sell engineering evaluation. Soil Sci. Sec. Amer J. 41 775-77T 1977.

Table 4. Soil properties for evaluating building sites for houses with basements and septic.

SOIL PROPERTY

NO LIMITATION

LIMITATION

Bedrock

Hard > 60 inches Soft > 36 inches

< 60 inches < 36 inches

Evidence of water table

> 40 inches

< 40 inches

Flooding

None

Possible

Shrink-swell

< 9 percent volume Change on wetting and drying

9 percent volume Change on wetting and drying

Key Takeaways

  • Soils at a building site need to support the weight of the structure without undue settling.
  • Soils whose volume changes by more than nine percent will affect the stability of basement walls, foundations, patios, sidewalks, and concrete floors.
  • Soil properties for evaluating building sites for houses with basements include: depth to bedrock, evidence of a water table, flooding tendencies, and presence of shrink-swell.

 

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Soil Judging in Iowa Copyright © by Amber Anderson; Gerald Miller; Lee Burras; Rich Pope; and Erin Smeltzly is licensed under a Creative Commons Attribution 4.0 International License, except where otherwise noted.

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