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Utilization of soil nailing technique to increase shear strength of cohesive soil and reduce settlement

  • Published:2017-12 Issue:6 Volume:9 Page:1104-1111
  • ISSN:1674-7755
  • Container-title:Journal of Rock Mechanics and Geotechnical Engineering
  • language:en
  • Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Azzam W.R.,Basha A.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Undrained shear strength characteristics of compacted clay reinforced with natural hemp fibers;Abou Diab;International Journal of Geotechnical Engineering,2016

2. Standard test method for particle-size analysis of soils;ASTM D422-63,2007

3. Standard test method for direct shear test of soils under consolidated drained conditions;ASTM D3080/D3080M-11,2011

4. Standard test method for unconfined compressive strength of cohesive soil;ASTM D2166/D2166M-16,2016

5. Utilization of polymer stabilization for improvement of clay;Azzam;Applied Clay Science,2014

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