Laboratory tests of erosion dependence on properties of soils and rainfall

Hu Liu, Theodore G. Cleveland, Keh Han Wang

Research output: Contribution to journalArticlepeer-review

2 Scopus citations

Abstract

One hundred and sixty-two rainfall-induced soil erosion tests were conducted to assist in predicting soil loss and subsequent increase in total suspended solids leaving a highway construction site during a rainfall event. A rainfall simulator and a water flume were constructed for the tests. Soil shear strength, compressive strength, rainfall intensity, and soil bed slope were treated as variables during the experiments. The soil with a higher shear strength resisted soil erosion better than lower strength soils. Soil loss was nearly independent of shear strength at low rainfall intensity but at high intensities, shear strength was more important in resisting soil loss. Lower soil loss can be expected for cohesive soils if the compressive strength is high.

Original languageEnglish
Pages (from-to)167-176
Number of pages10
JournalJournal of the American Water Resources Association
Volume35
Issue number1
DOIs
StatePublished - Feb 1999

Keywords

  • Compressive strength
  • Rainfall intensity
  • Rainfall simulator
  • Shear strength
  • Slope
  • Soil erosion

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