Characterization of Cohesive Soil-Geosynthetics Interactions from Large Direct Shear Tests

This paper describes how geosynthetics have increasingly been used to reinforce many earth structures and are now a well-accepted means of improving engineering properties of marginal soils. However, most of past studies and applications of geosynthetics stabilization are confined to non-cohesive soils. Few research efforts have been dedicated to the feasibility and benefits of geosynthetics reinforcement on cohesive soils, which is highly desirable in areas that cohesive soils prevail. The results of an extensive laboratory testing program using large direct shear device, in which four different soils (including one sand and three clays of different plasticities) were reinforced by three different geogrids and one woven geotextile are presented in this paper. Reinforcement mechanisms are analyzed and the interface parameters between the soils and geosynthetics were derived from the testing results. The influence of moisture contents and dry densities on reinforcement effects was also investigated. This study provides a basis for future research and modeling the behavior between cohesive soils and geosynthetics.

Language

  • English

Media Info

  • Media Type: CD-ROM
  • Features: Figures; References; Tables;
  • Pagination: 9p
  • Monograph Title: TRB 85th Annual Meeting Compendium of Papers CD-ROM

Subject/Index Terms

Filing Info

  • Accession Number: 01023504
  • Record Type: Publication
  • Report/Paper Numbers: 06-0651
  • Files: TRIS, TRB
  • Created Date: Apr 28 2006 8:11AM