Study on consolidation effect of embankment fill of soft soil

QIAN Yu-lin; ZHANG Ya-zhong; ZHOU Xue-qing; YIN Zong-ze

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Study on consolidation effect of embankment fill of soft soil

更新时间：2026-06-25

- Study on consolidation effect of embankment fill of soft soil
- Vol. 25, Issue 7, (2004)
- 作者机构：
  
  1. 扬州大学建筑科学与工程学院,江苏,扬州,225009
  2. 河海大学岩土工程研究所,江苏,南京,210098
  3. 江苏省水利勘测设计研究院,江苏,扬州,225009
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU447
- Online First：18 July 2014，
  
  Published：2004
- 稿件说明：
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QIAN Yu-lin, ZHANG Ya-zhong, ZHOU Xue-qing, et al. Study on consolidation effect of embankment fill of soft soil[J]. 2004, 25(7).
DOI：

QIAN Yu-lin, ZHANG Ya-zhong, ZHOU Xue-qing, et al. Study on consolidation effect of embankment fill of soft soil[J]. 2004, 25(7). DOI：

摘要

根据软土的排水固结效应，分析了软土强度随固结效应的增长规律，提出了考虑固结效应的堤基加载方案。同时，结合淮河入海水道近期工程软土堤段的实测资料，分析了堤基土的固结度和强度增长规律，提出了分级填筑施工法。

Abstract

According to the consolidation effect of soft soil

the strength increasing regularity of subsoil with consolidation effect is analyzed. The loading scheme of embankment fill is put forward considering consolidation effect. At the same time

based on the site information of Huaihe River waterway to sea

the degree of consolidation and the strength increasing regularity of embankment subsoil are analyzed; and then the way of stage filling is put forward.

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