Proof of settlement-time curve appearing “S” shape with ramp load 
and its application base on stress-strain relationship

MEI Guo-xiong; ZAI Jin-min; YIN Zong-ze; ZHAO Wei-bing

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Proof of settlement-time curve appearing “S” shape with ramp load and its application base on stress-strain relationship

更新时间：2026-06-25

- Proof of settlement-time curve appearing “S” shape with ramp load and its application base on stress-strain relationship
- Vol. 26, Issue S1期　刊出日, (2005)
- 作者机构：
  
  1. 南京工业大学土木工程学院,南京,210009
  2. 南京水利科学研究院土工所,南京,210024
  3. 河海大学,南京,210098
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU433
- Online First：15 December 2005，
  
  Published：2005
- 稿件说明：
移动端阅览
MEI Guo-xiong, ZAI Jin-min, YIN Zong-ze, et al. Proof of settlement-time curve appearing “S” shape with ramp load and its application base on stress-strain relationship[J]. 2005, 26(S1期　刊出日).
DOI：

MEI Guo-xiong, ZAI Jin-min, YIN Zong-ze, et al. Proof of settlement-time curve appearing “S” shape with ramp load and its application base on stress-strain relationship[J]. 2005, 26(S1期　刊出日). DOI：

摘要

从土体本构关系出发，严格证明了在线性加载或近似线性加载情况下（这和岩土工程实际加载相类似），沉降-时间曲线呈“S”型，并由此建立了新的沉降-时间预测模型，工程应用证明了该模型的合理性。

Abstract

Based on stress-strain relationship of soil

the proof is made for that s-t curve appears “S” shape when the load is increased linearly

which is similar to construction process. A new model of forecasting the relation of settlement-time is presented. Case history shows the rationality of the method.

关键词

Keywords

references

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Proof of settlement-time curve appearing “S” shape with ramp load and its application base on stress-strain relationship

Forecast method of settlement during the complete process of construction and operation

Hydraulic scouring resistance characteristics of geosynthetics reinforced slopes

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

Progressive fracture evolution and mechanical response of cavity-containing sandstone under low-frequency disturbance

Related Author

MEI Guo-xiong1

ZAI Jin-min1

YIN Zong-ze3

ZHAO Wei-bing2

ZAI Jin-min

MEI Guo-xiong

Related Institution

Department of Geotechnical Engineering, Nanjing Hydraulic Research Institute

Research Institute of Geotechnical Engineering, Hohai University

Nanjing Architectural and Civil Engineering Institute

河海大学岩土工程研究所

AI问答

⁰