Seepage prevention and reinforcement for sluice foundation on soft soil

ZHANG Ting; ZHAN Jie-min; XIE Ying-en; lI Chuan; DAI Cheng-xiang

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Seepage prevention and reinforcement for sluice foundation on soft soil

更新时间：2026-06-25

- Seepage prevention and reinforcement for sluice foundation on soft soil
- Vol. 27, Issue S2, (2006)
- 作者机构：
  
  1. 中山大学应用力学与工程系,广州,510275
  2. 广东省水利水电科学研究院,广州,510610
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV223.4
- Online First：16 December 2006，
  
  Published：2006
- 稿件说明：
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ZHANG Ting, ZHAN Jie-min, XIE Ying-en, et al. Seepage prevention and reinforcement for sluice foundation on soft soil[J]. 2006, 27(S2).
DOI：

ZHANG Ting, ZHAN Jie-min, XIE Ying-en, et al. Seepage prevention and reinforcement for sluice foundation on soft soil[J]. 2006, 27(S2). DOI：

摘要

软基上的水闸基础多采用端承桩，由于地基为相对弱透水的软土层，容易忽略闸基的防渗处理，水闸建成后两侧填土发生沉降，带动地基土层沉降造成基础脱空，形成渗水通道，危及水闸以及大堤安全。本文针对该问题提出前截式防渗墙的加固方案，取得了较好的防渗效果。

Abstract

End-bearing piles are usually used in sluice foundation of soft soil. The soft soil is aquittard. Therefore seepage prevention is easy to be ignored in foundation design. In fact

the settlement of filled soil often caused undercutting in foundation soil. So as to decrease the safety of sluice and embankment

a reinforcement scheme of fore-interception seepage prevention wall is proposed to solve this problem. Engineering application of this method shows good results in seepage preventing.

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Related Institution

MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University

Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University

College of Resources and Environmental Engineering, Shandong University of Science and Technology

Department of Civil Engineering, University of Science and Technology Beijing

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University

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