Experimental study of high-frequency vibratory hammer sheet wall technology of dealing with sand-gravel levee foundation
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Experimental study of high-frequency vibratory hammer sheet wall technology of dealing with sand-gravel levee foundation
Vol. 28, Issue S1, (2007)
作者机构:
1. 武汉大学 土木建筑工程学院,武汉,430072
2. 中国水利投资公司,长沙,410011
作者简介:
基金信息:
DOI:
CLC:TU471
Online First:28 March 2014,
Published:2007
稿件说明:
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LUO Yu-long, PENG Hua, LUO Gu-huai. Experimental study of high-frequency vibratory hammer sheet wall technology of dealing with sand-gravel levee foundation[J]. 2007, 28(S1).
DOI:
LUO Yu-long, PENG Hua, LUO Gu-huai. Experimental study of high-frequency vibratory hammer sheet wall technology of dealing with sand-gravel levee foundation[J]. 2007, 28(S1).DOI:
Experimental study of high-frequency vibratory hammer sheet wall technology of dealing with sand-gravel levee foundation
High-frequency vibratory hammer sheet wall technology is widely applied to sand levee foundation in vertical cutoff wall construction. To explore a construction method of vertical cutoff wall dealing with sand-gravel levee foundation in Dongting Lake areas
some improvements of this technology including construction techniques and flow chart are made
and computer control in the course of construction is realized
then this method is applied to Zhoujiawan project. And some detections including enclosed well test
coring bit and piezometric tube are used to verify the effect of thin cutoff wall. Experimental studies indicate that improved high-frequency vibratory hammer sheet wall technology has the advantages over traditional grouting technology
such as continuum
integrity in forming wall
good anti-seepage effect
high construction efficiency and low costs
and it is an effective kind of vertical cutoff wall technology applied to sand-gravel levee foundation
it can be used to treat with the levee project in Dongting Lake areas and any other region with the same geological features.