SURFACE MODEL OF STONE WALL AND ADHESION EFFECT OF VINE

M. Fukuda, Zyoji Nishiura, T. Yamasaki
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Abstract

This paper presents a simple model that is aimed to be utilized as a measurement for predicting a surface stability of stone wall and also to evaluate an adhesion effect of vine developing along the surface of stone wall. The stability model of stone blocks pile is constructed based on Coulomb friction that acts between contacted blocks. Also, in this paper, pulling out test applied for trunk of vein is contained. It is expected that this amount of strength is affected by adhesion of trunks as well as the morphological properties of vine. This study leads to the new model for measuring the stability of geo-synthetic blocks pile. Parametric study based on the presented model indicates that the slope of surface of blocks pile have more effect on the stability comparing with the slant of wall surface itself. Furthermore, although the equivalent cohesion derived from the adhesion of vine remarkably affects the stability of sliding, it is concluded that it doesn’t affect the stability of rotation.
石墙的表面模型及藤蔓的附着效果
本文提出了一个简单的模型,旨在用于预测石墙表面稳定性的测量,并评估沿石墙表面生长的藤蔓的粘附效应。基于接触块体之间的库仑摩擦,建立了石桩的稳定模型。本文还介绍了应用于静脉主干的拔管试验。预计这种强度受树干的附着力以及藤蔓的形态特性的影响。本文提出了一种新的土工合成砌块桩稳定性测量模型。基于该模型的参数化研究表明,砌块桩表面的斜度比墙体本身的斜度对稳定性的影响更大。此外,虽然藤条黏附产生的等效黏聚力对滑动稳定性有显著影响,但对旋转稳定性没有影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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