Effect of underground stress transfer through artificial manipulation of particle size distribution

IF 2.5 3区工程技术 Q2 ENGINEERING, CIVIL

Geomechanics and Engineering Pub Date : 2021-01-01 DOI:10.12989/GAE.2021.26.2.205

Zhen-Hua Xin, Jun-Ho Moon, Kab-Boo Kim, Changrok Kim, Young-Uk Kim

引用次数: 0

Abstract

To maintain the stability of built structures, engineers employ various methods to increase ground strength. One such method is to exert mutual physical force upon a structure, thereby stabilizing it without external reinforcement. Typical examples include the stone mastic asphalt method and torsional structured stonework. By simulating a structural phenomenon, it is possible to increase the ground's strength simply by manipulating the distribution and spatial arrangement of soil particles; soil composed of two differently sized particles satisfying a specific ratio does not separate easily. The jamming of soil particles utilizes Plato

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人为控制粒径分布对地下应力传递的影响

为了保持建筑结构的稳定性，工程师们采用各种方法来增加地面强度。其中一种方法是在结构上施加相互的物理力，从而使其在没有外部加固的情况下稳定下来。典型的例子包括石膏层沥青法和扭转结构石工。通过模拟结构现象，可以简单地通过操纵土壤颗粒的分布和空间排列来增加地面的强度;由满足一定比例的两种不同大小的颗粒组成的土壤不易分离。土壤颗粒的干扰利用了柏拉图

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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来源期刊

Geomechanics and Engineering ENGINEERING, CIVIL-ENGINEERING, GEOLOGICAL

CiteScore

5.20

自引率

25.00%

发文量

审稿时长

>12 weeks

期刊介绍： The Geomechanics and Engineering aims at opening an easy access to the valuable source of information and providing an excellent publication channel for the global community of researchers in the geomechanics and its applications. Typical subjects covered by the journal include: - Analytical, computational, and experimental multiscale and interaction mechanics- Computational and Theoretical Geomechnics- Foundations- Tunneling- Earth Structures- Site Characterization- Soil-Structure Interactions