Field Test Sections on Expansive Soil.

Abstract

This report presents results of field observations at three test sections consisting of 100-ft-square moisture barriers over the surface of in situ swelling soils located near Clinton, Miss.; Lackland Air Force Base, Tex,; and Fort Carson, Colo. Results from more than 5 years of observations show that long-term or progressive heave builds up over many years and tends to be erratic, with most progressive heave accumulating toward the center of the sections. Seasonal or short-term cyclic heave was substantial in the semiarid climate of Lackland and was most noticeable with 10 ft inside and outside of the edge of the 100-ft-square sections. The cyclic seasonal heave exceeded the long-term progressive heave at Lackland. Seasonal heave was not significant at the Clinton test section where a nonswelling overburden overlaid the swelling soil. The amount of heave was strongly influenced by the depth to the water table. The equilibrium pore water pressure profiles obtained for soils taken from beneath the test sections are consistent with pressures between saturated (zero pore water pressure) and negative hydrostatic above the original groundwater level. The large magnitude of the osmotic component of suction observed at the Fort Carson test section had little effect on heave, even after 7 years of observations.

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Document Details

Document Type
Technical Report
Publication Date
May 01, 1981
Accession Number
ADA100474

Entities

People

  • Lawrence D. Johnson

Tags

Communities of Interest

  • Energy and Power Technologies
  • Ground and Sea Platforms

DTIC Thesaurus Topics

  • Air Force
  • Air Force Facilities
  • Civil Engineering
  • Construction
  • Engineering
  • Engineers
  • Field Tests
  • Filter Paper
  • Groundwater
  • Instrumentation
  • Materials
  • Measurement
  • Moisture
  • Paper
  • Piezometers
  • Test And Evaluation
  • United States

Readers

  • Geotechnical Engineering.
  • Wetland-Land-Environmental Management.