Effects of particle transport characteristics on permeability of soils from Jiangjiagou ravine
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Effects of particle transport characteristics on permeability of soils from Jiangjiagou ravine
Vol. 32, Issue 7, (2011)
作者机构:
中国科学院武汉岩土力学研究所 岩土力学与工程国家重点试验室,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU411
Online First:30 June 2011,
Published:2011
稿件说明:
移动端阅览
WANG Zhi-bing, WANG Ren, HU Ming-jian, et al. Effects of particle transport characteristics on permeability of soils from Jiangjiagou ravine[J]. 2011, 32(7).
DOI:
WANG Zhi-bing, WANG Ren, HU Ming-jian, et al. Effects of particle transport characteristics on permeability of soils from Jiangjiagou ravine[J]. 2011, 32(7).DOI:
Effects of particle transport characteristics on permeability of soils from Jiangjiagou ravine
Permeability variations of two types of soils (G1 soil with high dispersibility
G2 without) from debris flow source area in Jiangjiagou ravine (Yunnan province) due to fine particles transport were evaluated under constant head condition (the constant pressure head is 5 cm) in soils column. Boiled tap water and suspension of 1 g/L particles (the size range: 1.6-104.74 μm) was successively used as inflow water for both soil column experiments. During the stage of boiled tap water seepage flow
permeability coefficient of both the soil layers near the inlet of the column decrease
while that of both the soil layers near the outlet of the column first increased
then decreased. During the stage of particles suspension seepage flow
permeability coefficient of both the soil layers along the column decreased; and the most severe decreases of permeability occurred near the inlet of the columns. The permeability coefficient of soil G1 reduced by more than one order of magnitude; the permeability coefficient of soil G2 reduced by about two orders of magnitude; and the amount of time spent reaching those values in soil G2 was less than in soil G1. That is the rate of the decrease of permeability coefficient in soil G2 was more than in soil G1. Flow rate for both soils significantly decreased in this stage. The results show that the dispersion played a leading role in the seepage process. In other words
the process of itself particles release and transport can affect the pore concentration and offset the clogging effect induced by the deposition of the foreign particles. After the experiments
the pore space of both the soil layers near the inlet of the columns were almost filled by the foreign particles
and the filling rate gradually decreased along the column by observed with the naked eye
which was in agreement with the results of the permeability coefficient decrease of the soils along the column. In addition
the mass loss of particles only occurred in the first several tens of minutes
and the sizes of the loss particles from the two soils fell within the same range of 1–100 μm
Investigation on mechanisms of particle migration and clogging affected by capillary-cohesion in fractured media
Engineering vulnerability assessment for bridges and tunnels harmed by debris flow hazards
Experiment study of fractal feature and relationship between fractal dimension and permeability coefficient of gravelly soil in debris flow source area
Debris flow susceptibility analysis based on theories of minimum entropy and uncertainty measurement
Experimental study of water-holding and permeability characteristics of unsaturated expansive soils and rocks
Related Author
ZHANG Ren-jun
XIAO Bi
YANG Zhi-bing
ZHENG Xiao-kang
HU Ran
CHEN Yi-feng
XU Lin-rong
CHEN Shu-yang
Related Institution
State Key Laboratory of Water Resources Engineering and Management, Wuhan University
Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of the Ministry of Education, Wuhan University
Changjiang Institute of Survey, Planning, Design and Research Co., Ltd
School of Civil Engineering, Central South University
Key Laboratory of Mountain Hazards and Surface Process, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences and Ministry of Water Resources