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不同颗粒组分下泥石流离心机模型试验研究

周健 杨浪 王连欣 张娇

岩土工程学报Issue(12):2167-2174,8.
岩土工程学报Issue(12):2167-2174,8.DOI:10.11779/CJGE201512005

不同颗粒组分下泥石流离心机模型试验研究

Centrifugal model tests on debris flow with different particle compositions

周健 1杨浪 2王连欣 1张娇2

作者信息

  • 1. 同济大学地下建筑与工程系,上海 200092
  • 2. 同济大学岩土及地下工程教育部重点实验室,上海 200092
  • 折叠

摘要

Abstract

Using the self-developed visualization test apparatus with constant slope and rainfall intensity, centrifuge model tests on rainfall-induced debris flow are carried out in order to study the formation mechanism of debris flow under different particle compositions. The test conditions include 20 times of gravity, five soil samples and different fine particle contents. Through the analysis of macroscopic displacement fields, moisture migration and pore water pressures under different particle compositions, different morphological characteristics of debris flow are observed and discussed. The test results indicate that the failure pattern of debris flow changes from retrograded sliding to whole flow sliding with the increasing content of fine particles from 10% to 70%. And the difference of permeability coefficient under different particle compositions is the major cause for different failure patterns of debris flow.

关键词

降雨诱发泥石流/离心机模型试验/颗粒组分/渗透系数

Key words

rainfall-induced debris flow/centrifugal model test/particle composition/permeability coefficient

分类

建筑与水利

引用本文复制引用

周健,杨浪,王连欣,张娇..不同颗粒组分下泥石流离心机模型试验研究[J].岩土工程学报,2015,(12):2167-2174,8.

基金项目

国家自然科学基金项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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