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Effect of root orientation on the strength characteristics of loess in drained and undrained triaxial tests

  • Published:2022-01 Issue: Volume:296 Page:106459
  • ISSN:0013-7952
  • Container-title:Engineering Geology
  • language:en
  • Short-container-title:Engineering Geology

Author:

Yuan-jun Jiang,Alam Mehtab,Li-Jun Su,Umar Muhammad,Sadiq Shamsher,Jia Li Jia,Rahman Mahfuzur

Funder

National Natural Science Foundation of China

Chinese Academy of Sciences

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference70 articles.

1. Effect of tree roots on a shear zone: modeling reinforced shear stress;Abe;Can. J. For. Res.,1991

2. The distribution and strength of riparian tree roots in relation to riverbank reinforcement;Abernethy;Hydrol. Process.,2001

3. Performance evaluation of silty sand reinforced with fibres;Ahmad;Geotext. Geomembr.,2010

4. Effect of setting method on the behaviour of clays in triaxial compression from saturation to undrained shear;Ampadu;Soils Found.,1993

5. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA;ASTM, D,2011

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