Review and prospect on deformation prediction of tunnel in solfsoil

WEI Xin-jiang; ZHANG Jin-ju; ZHANG Shi-min

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Review and prospect on deformation prediction of tunnel in solfsoil

更新时间：2026-06-25

- Review and prospect on deformation prediction of tunnel in solfsoil
- Vol. 27, Issue S1, (2006)
- 作者机构：
  
  1. 浙江大学岩土工程研究所,杭州,310027
  2. 浙江大学城市学院,杭州,310015
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU45
- Online First：15 December 2006，
  
  Published：2006
- 稿件说明：
移动端阅览
WEI Xin-jiang, ZHANG Jin-ju, ZHANG Shi-min. Review and prospect on deformation prediction of tunnel in solfsoil[J]. 2006, 27(S1).
DOI：

WEI Xin-jiang, ZHANG Jin-ju, ZHANG Shi-min. Review and prospect on deformation prediction of tunnel in solfsoil[J]. 2006, 27(S1). DOI：

摘要

在分析总结软土隧道施工变形预测方法的基础上，将变形预测的研究方法分为静态分析法和动态分析法两大类。其中，静态分析法包括以Peck理论体系，考虑弹性、弹塑性和黏弹性的解析法、理论移植法及专家系统；动态分析法包括各种数值分析法、模型法、时间序列法及神经网络智能预报等。其中Peck理论体系是基于Peck公式，后经不断改进和完善的一系列公式。理论移植法包括随机分析法、模糊数学法、镜象法、回归分析法等。对每类方法的研究进展及优缺点进行了论述，并提出了研究趋向。

Abstract

The ways of deformation prediction of tunnel are divided into the method of the static analysis and the method of dynamic analysis on the basis of reviewing the researching methods existed. The static analysis is made up of Peck theory system; the analytic solution respectively considering of elasticity

plasticity and viscoelasticity

the theory transplantation method and expert system. The method of dynamic analysis include kinds of numerical analysis

model method

timeseries method and neural network intelligent prediction method. Peck Theory system representing with Peck formula

is continuously improved and perfected subsequently. Theory transplantation consists of the stochastic analysis method and fuzzy mathematics model

the regression analysis method and so on. This paper discusses advantages and defects of every method; and simultaneously the tendency of studying are presented.

关键词

Keywords

references

Views

246

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study of effect of cracking orientation on tunnel stability

Research on detection technology for deep tunnel surrounding rock loose circle and numerical simulation analysis

Settlement prediction of tunnel based on multiple kernels learning mode

Study of section optimization for high geostress soft rock tunnel considering rheological effect

A new method of laser convergence monitoring and its precision assessment

Related Author

LI Yuan-xin

ZHU Zhe-ming

LIU Kai

FAN Jun-li

XU Kun

WANG Zhi-jie

MEMG Xiang-lei

SUN Chang-sheng

Related Institution

School of Architecture and Environment, Sichuan University

School of Mechanical and Engineering, Tongji University

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechancis, Chinese Academy of Sciences

Geotechnical & Structural Engineering Research Center, Shandong University

State Key Laboratory of Geomechanics and Geotechnical Engineering，Institute of Rock and Soil Mechanics，Chinese Academy of Sciences

AI问答

⁰