水电与新能源2024,Vol.38Issue(9) :63-66,70.DOI:10.13622/j.cnki.cn42-1800/tv.1671-3354.2024.09.016

长螺旋压灌桩在高地下水位深厚砂砾石地基中的应用

Application of Long Spiral-Drilling Pressure Grouting Piles in Deep Sand and Gravel Foundation with High Groundwater Level

刘翔 陈雷 杨琛 李宁宁
水电与新能源2024,Vol.38Issue(9) :63-66,70.DOI:10.13622/j.cnki.cn42-1800/tv.1671-3354.2024.09.016

长螺旋压灌桩在高地下水位深厚砂砾石地基中的应用

Application of Long Spiral-Drilling Pressure Grouting Piles in Deep Sand and Gravel Foundation with High Groundwater Level

刘翔 1陈雷 1杨琛 1李宁宁1
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作者信息

  • 1. 湖北省水利水电规划勘测设计院,湖北 武汉 430070
  • 折叠

摘要

以碾盘山水利水电枢纽工程泄水闸地基处理为例,对长螺旋压灌桩在高地下水位情况下深厚砂砾石地基中的应用进行了探析,计算分析了泄水闸长螺旋压灌桩复合地基的承载力和沉降量,并结合试验桩检测和实际沉降监测数据进行了分析,表明长螺旋压灌桩可有效提升深厚砂砾石地基承载力和减少建筑物沉降,具有推广价值.

Abstract

Taking the foundation treatment work of the sluice gates in Nianpanshan Water Conservancy and Hydropower Project as an example,the application of long spiral-drilling pressure grouting piles in deep sand and gravel foundation with high groundwater level is explored.The bearing capacity and settlement of the composite foundation of the sluice gates with long spiral-drilling pressure grouting piles are calculated.The experimental pile tests and the actual settlement monitoring data are analyzed.The results show that the long spiral-drilling pressure grouting piles can effectively improve the bearing capacity of the deep sand and gravel foundation and reduce the structure settlement,which is of significant promotion value.

关键词

长螺旋钻孔压灌桩/砂砾石地基/地基承载力/沉降

Key words

long spiral-drilling pressure grouting pile/sand and gravel foundation/bearing capacity of foundation/set-tlement

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出版年

2024
水电与新能源
湖北省水力发电工程学会 湖北能源集团股份有限公司

水电与新能源

影响因子:0.301
ISSN:1671-3354
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