Situation and latest technical progress of vibroflotation without additional backfill treatment

ZHOU Jian; WANG Guan-ying; JIA Min-cai

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Situation and latest technical progress of vibroflotation without additional backfill treatment

更新时间：2026-06-25

- Situation and latest technical progress of vibroflotation without additional backfill treatment
- Vol. 29, Issue 1, (2008)
- 作者机构：
  
  同济大学地下建筑与工程系,上海,200092
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU472
- Online First：18 July 2013，
  
  Published：2008
- 稿件说明：
移动端阅览
ZHOU Jian, WANG Guan-ying, JIA Min-cai. Situation and latest technical progress of vibroflotation without additional backfill treatment[J]. 2008, 29(1).
DOI：

ZHOU Jian, WANG Guan-ying, JIA Min-cai. Situation and latest technical progress of vibroflotation without additional backfill treatment[J]. 2008, 29(1). DOI：

摘要

无填料振冲法作为振密加固法的一种，因其工艺简单、经济实用和不用“三材”(木材、钢筋、水泥)等优点，目前已成为软弱地基特别是砂性土地基最为常用的加固措施之一，在国内外获得了广泛的应用。通过对国内外无填料振冲法的加固机制、适用性、施工工艺等方面的回顾，总结了无填料振冲法加固地基技术中3个关键方面的发展现状，并着重论述了无填料振冲技术的最新进展——无填料振冲技术在加固饱和粉细砂及吹填细砂地基中的应用研究，最后提出了振冲研究中存在的问题及发展方向。

Abstract

Nowadays

vibroflotation without additional backfill treatment method has been widely used in the treatment of foundations at home and abroad. Because of its merits such as the simpleness of construction technology

the applicability and without ‘three materials’ (wood

reinforcing steel bar and cement)

it has become one of the most common ways for weak foundations

especially for sands. By giving a review of the reinforcement mechanism

applicability and construction technology of vibroflotation without additional backfill treatment method

the research situation of three key factors in vibroflotation without additional backfill treatment method has been summarized. What's more

the latest technical progress about the technology----the application in the treatment of fine sands and reclaimed silty sands has been discussed emphatically. Finally

the existing questions and developing direction in study are pointed out.

关键词

Keywords

references

Views

2353

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study of time effect on top-down excavation of Shanghai Zhongshan Hospital

Experimental study of foundation treatment with vacuum well-point dewatering

Experimental analysis of scouring of debris flow initiation process under steady seepage condition

Analysis of changing rule of shear strength indexes of soft soil with consolidation degree

Pore water pressure fluctuation and liquefaction analysis of subgrade for composite bucket foundation under cyclic loading

Related Author

WANG Guo-cui

LIANG Zhi-rong

WEI Xiang

ZHANG Yong

ZHAO Yun-yun

GAO Wen-long

YANG Shun

OU Guo-qiang

Related Institution

Shenyuan Geotechnical Engineering Co., Ltd., Shanghai Xiandai Architectural Design Group

School of Water Conservancy and Electric Power, Hebei University of Engineering

North China Power Engineering Co., Ltd.

Key Laboratory of Mountain Surface Process and Hazards, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences

University of Chinese Academy of Sciences

AI问答

⁰