Kinematic characteristics and sinking control of open caisson during 
sinking process

CHEN Bao-guo; HE Jie-xing; LUO Rui-ping; ZHANG Guang-hui; GAO Qi

doi:10.16285/j.rsm.2021.1858

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Kinematic characteristics and sinking control of open caisson during sinking process

更新时间：2026-06-25

- Kinematic characteristics and sinking control of open caisson during sinking process
- Vol. 43, Issue S2, Pages: 425-430(2022)
- 作者机构：
  
  1. 中国地质大学（武汉）工程学院,湖北,武汉,430074
  2. 湖北省建筑科学研究设计院股份有限公司,湖北,武汉,430071
  3. 中国水利水电第七工程局有限公司,四川,成都,610081
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2021.1858
  CLC： TU753.6+4
- Online First：09 October 2022，
  
  Published：2022
- 稿件说明：
移动端阅览
CHEN Bao-guo, HE Jie-xing, LUO Rui-ping, et al. Kinematic characteristics and sinking control of open caisson during sinking process[J]. 2022, 43(S2): 425-430.
DOI：

CHEN Bao-guo, HE Jie-xing, LUO Rui-ping, et al. Kinematic characteristics and sinking control of open caisson during sinking process[J]. 2022, 43(S2): 425-430. DOI： 10.16285/j.rsm.2021.1858.

摘要

软土地层中沉井下沉影响机制复杂，现有的理论研究主要基于沉井的受力特性开展下沉分析，沉井下沉过程中的运动学特性缺乏科学系统的阐释。对沉井下沉运动过程进行分析，建立沉井下沉力学模型，推得沉井下沉过程的运动学方程，揭示了沉井下沉的运动学特性和影响机制。并结合实际工程案例验证了该方法的合理性和正确性。研究结果表明，沉井下沉具有典型的下沉加速及下沉减速阶段；沉井下沉施工引起的初始下沉不平衡力F1是影响下沉运动特征的重要因素，也是下沉运动控制的首要因素；调整反映土层及沉井结构特征的参数b1是预防沉井突沉的有效手段。

Abstract

The influence mechanism of open caisson sinking in soft soil stratum is complex. The available theoretical research mainly focused on the mechanical characteristics of open caisson for analyzing the sinking process. The kinematic characteristics of open caisson during sinking process are lack of scientific and systematic interpretation. To this end

this paper establishes the mechanical model of open caisson sinking

deduces the kinematic equation of open caisson

and reveals the kinematic characteristics and the influence mechanism of the open caisson during sinking process. The rationality and correctness of the theoretical method is verified based on a practical project. The research results show that the sinking process of open caisson has obvious acceleration sinking stage and deceleration sinking stage. The initial unbalance force before sinking (F1) caused by sinking construction of open caisson is an important factor affecting the sinking characteristics

as well as the primary factor for controlling the sinking movement. Adjusting the parameter b1

which reflects the characteristics of soil layer and open caisson structure

is an effective method to prevent sudden sinking of open caisson.

关键词

Keywords

references

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis of limiting soil resistance beneath cutting curb during sinking of open caisson

Model test on sidewall friction of open caisson

Experimental study on shear characteristics of mudstone under combined action of stress-dry-wet cycles

Physical-mechanical properties and durability analysis of foamed lightweight soil based on excavated soil and fly ash

Investigation on thickness selection method of sealing steel plate for CAES gas storage caverns

Related Author

YAN Fu-you

SHI Gang

WANG Jian

LIU Yang

ZHANG Yu

Related Institution

School of Civil Engineering, Zhengzhou University

National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University

College of Water Conservancy and Hydropower Engineering, Hohai University

AI问答

⁰