TECHNICAL PAPERS
Dec 1, 1988

Study of Soil‐Root Interaction

Publication: Journal of Geotechnical Engineering
Volume 114, Issue 12

Abstract

Soil reinforcement by roots is studied by considering the contribution of the tensile force in a root segment that intersects a potential slip surface in a soil‐root system. To evaluate the tensile force when the system is subjected to a shear displacement, the root segment is analyzed as a beam on elastic‐plastic support and as a cable for small and large displacements, respectively. Equilibrium and displacement compatibility at a branch point are used to analyze the distribution of forces between two root branches of a root system. Laboratory model tests and in situ root tests were performed to verify the analytical models. The analytical models and in situ root tests are used as means of evaluating the shearing resistance of the reinforced soil.

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Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 114Issue 12December 1988
Pages: 1351 - 1375

History

Published online: Dec 1, 1988
Published in print: Dec 1988

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Authors

Affiliations

Tien H. Wu, Fellow, ASCE
Prof., of Civ. Engrg., Ohio State Univ., Columbus, OH 43210
Ronald M. McOmber
Prin., CTL/Thompson, Inc., 1971 W. 12th St., Denver, CO 80204
Ronald T. Erb, Member, ASCE
Proj. Engr., Schnabel Engrg. Assoc, 4909 Cordell Ave., Bethesda, MD 20814
Philip E. Beal
Proj. Engr., Burgess and Niple, Ltd., 5085 Reed Rd., Columbus, OH 43220

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