Root reinforcement of soil: review of analytical models, test results, and applications to design

Author:

Wu Tien H.1

Affiliation:

1. Department of Civil, Environmental and Geodetic Engineering, Ohio State University, 2070 Neil Avenue, Columbus, OH 43210, USA.

Abstract

This paper reviews analytical models that are used to evaluate results of laboratory and in situ tests on soil reinforced by vegetation roots and performance of slopes with vegetation. Predicted and observed performances are compared to illustrate the accuracy and refinement of the models and their relationships to the quality of the available data. General guidelines for application to design problems are provided.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference80 articles.

1. Abe, K. 1997. A method for evaluating the effect of tree roots on preventing shallow-seated landslides. Bulletin of the Forestry and Forest Products Research Institute 373, Ibaraki, Japan.

2. ASTM. 2006. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM standard D2487. American Society for Testing and Materials, West Conshohocken, Pa.

3. Lateral Resistance of Piles in Cohesive Soils

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