Level Surveys and Patterns of Movement in Collapsible and Expansive Soils Studies

Sandra Houston, William N. Houston

Research output: Contribution to journalArticlepeer-review

1 Scopus citations

Abstract

The demerits of level surveys for assessing foundation movements associated with moisture-induced volume change of soils have been well discussed and debated in the literature. In spite of the limitations of level surveys, and the associated strong desirability of benchmarked survey data for assessment of foundations movements on moisture sensitive soils, unbenchmarked level surveys continue to be used in forensic studies of buildings damaged by expansive and collapsible soils. The common uses and limitations of level survey data are briefly reviewed, and unbenchmarked level survey data are presented and discussed for three different cases of residential structures founded on collapsible and/or expansive clays. The level survey data are used, together with other available sources of information, in developing plausible explanations for building damage resulting from soil-wetting-induced differential movement of the structures.

Original languageEnglish (US)
Article numberD4016002
JournalJournal of Performance of Constructed Facilities
Volume31
Issue number1
DOIs
StatePublished - Feb 1 2017

Keywords

  • Benchmarked surveys
  • Collapsible soils
  • Expansive soils
  • Foundation movements
  • Level surveys

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Safety, Risk, Reliability and Quality

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