Shear Strength Characteristics of Root—Soil Composites Under Bearing Pressure Condition of Soil Pore Water
DOI:
Author:
Affiliation:

Clc Number:

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    Root-soil composites of four desert plants and pure soil were investigated by fast-shear test using direct shear apparatus to explore shear strengths of root—soil composites and the impacts of root diameter and vertical pressure on shear strength. Results showed that shear strengths of the root—soil composites for Caragana microphylla Lam.,Salix psammophila,Sabina valgaris Ant.,and Artemisia sphaerocephala Krasch. are higher than shear strength of pure soil within 1.5 m shallow layer(25 kPa). Equivalent friction angles of the root—soil composites do not change obviously as compared with pure soil. For the same diameter (1.25 mm),cohesive forces of the root—soil composites are greater than pure soil and the range of increased cohesion is 4.60%~46.23% and by the cohesion,the order of the plants is Caragana microphylla Lam.Sabina valgaris Ant.Salix psammophilaArtemisia sphaerocephala Krasch.. Shear strengths of the composites are increased to different extents when root diameter is increased.

    Reference
    Related
    Cited by
Get Citation

张欣,姚喜军,刘静,王林和,尹瑞平,邢会文,金彩霞.土壤孔隙水承压条件下4种根—土复合体抗剪特性[J].水土保持通报英文版,2010,(4):22-26

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:October 10,2009
  • Revised:March 19,2010
  • Adopted:
  • Online: November 26,2014
  • Published: