| 注册
首页|期刊导航|岩土力学|单向冻结粉质黏土已冻区分凝冰分布规律试验研究

单向冻结粉质黏土已冻区分凝冰分布规律试验研究

王震 朱珍德 胡家豪 周子玉

岩土力学2024,Vol.45Issue(2):407-416,432,11.
岩土力学2024,Vol.45Issue(2):407-416,432,11.DOI:10.16285/j.rsm.2023.0262

单向冻结粉质黏土已冻区分凝冰分布规律试验研究

Experimental study on segregating ice cracks distribution characteristics in unidirectional frozen silty clay

王震 1朱珍德 2胡家豪 1周子玉1

作者信息

  • 1. 汕头大学土木与环境工程系,广东汕头 515063
  • 2. 河海大学岩土力学与堤坝工程教育部重点实验室,江苏南京 210098||河海大学江苏省岩土工程技术工程研究所,江苏南京 210098
  • 折叠

摘要

Abstract

In the process of unidirectional freezing,the generation and development of segregating ice is an important factor affecting the structural characteristics of frozen and thawed soil.Three unidirectional freezing boundary conditions were selected,i.e.,cooling rate(from 0.5 ℃/s to 0.005 ℃/s),cold temperature(from-30 ℃ to-70 ℃),and water replenishment(no water replenishment,constant pressure water replenishment)to explore their influence on the development of segregating ice.To facilitate the measurement of segregating ice,an independent meso-measurement system has been developed using optical microscope digital photography.This system enables in-situ and non-contact measurement of segregating ice cracks.The experimental results demonstrate the following findings:(ⅰ)The distribution of segregating ice is not only influenced by temperature gradients and warm end replenishment conditions,but also by the cooling rate at the cold end of the unidirectional freezing process.(ⅱ)The width of the segregating ice in the frozen area is more significantly affected by the movement rate of the frozen front than by the temperature gradient.(ⅲ)During the freezing process,the width of the frozen ice exhibits an exponential relationship with the movement rate of the 0 ℃ line.Based on this characteristic,an empirical formula is proposed to predict the crack width of segregating ice in the frozen zone.This formula can be used as a reference for evaluating unilateral frost heave failure in practical engineering construction,particularly under conditions of varying cooling rates.

关键词

单向冻胀/降温速率/黏土/分凝冰裂纹/超低温

Key words

unilateral frost heaving/cooling rate/clay/segregating ice cracks/ultra low temperature

分类

建筑与水利

引用本文复制引用

王震,朱珍德,胡家豪,周子玉..单向冻结粉质黏土已冻区分凝冰分布规律试验研究[J].岩土力学,2024,45(2):407-416,432,11.

基金项目

国家自然科学基金(No.41831278) (No.41831278)

汕头大学科研启动基金(No.NTF21015).This work was supported by the National Natural Science Foundation of China(41831278)and the Start-up Fund for Scientific Research of Shantou University(NTF21015). (No.NTF21015)

岩土力学

OA北大核心CSTPCD

1000-7598

访问量0
|
下载量0
段落导航相关论文