Undrained Shear Strength Characteristics of Kanto Loam Including the Artificial Tree Root System

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概要

• 論文の詳細を見る

• It is known that tree roots growing in a natural slope has an effect on slope stability. But, in artificial slope, trees have not been used for increasing the slope stability, because there is a possibility that tree makes slope instable. This paper is concerned with the shearing strength of the remoulded Kanto Loam containing a tree root system model. Instead of the roots, strings made of cotton and the geotextile are used to examine the shearing characteristics of soil and tree root system model. Experimental results show that the angle of shear resistance φ' increases by laying of root models and the shear strength changes with the laid angle of the geotextile. This result suggests that the roots in the slope show the obvious effect of slope stability.

• 東海大学の論文

著者

• SUGIYAMA Motohiro

  Department of Civil engineering

• Sugiyama M

  Department Of Civil Engineering

• Sugiyama Motohiro

  Department Of Civil Engineering School Of Engineering

• AKAISHI Masaru

  Department of Civil Engineering, School of Engineering

• TONOSAKI Akira

  Dept of Civil and Environmental Engineering, KIT

• TONOSAKI Akira

  Department of Civil Engineering, Devision of Environmental Engineering, Kanazawa Institute of Techno

• MAEDA Hironosuke

  Technology Development Department II, Taisei Corporation

• Tonosaki Akira

  Dept Of Civil And Environmental Engineering Kit

• Sugiyama Motohiro

  Department Of Civil Engineering Tokai University

• Tonosaki Akira

  Department Of Anatomy Yamagata University School Of Medicine

• Tonosaki Akira

  Department Of Civil Engineeringkanazawa Institute Of Technolgy

• Akaishi Masaru

  Department Of Civil Engineering

• Akaishi Masaru

  Department Of Civil Engineering Tokai University

• Maeda Hironosuke

  Assistant Manager Technology Development Department Ii Taisei Corporation

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