| 注册
首页|期刊导航|工程地质学报|太原湿陷性黄土微观结构沿剖面变化特征研究

太原湿陷性黄土微观结构沿剖面变化特征研究

陈轩翌 许领 魏欣 董立

工程地质学报2024,Vol.32Issue(1):8-18,11.
工程地质学报2024,Vol.32Issue(1):8-18,11.DOI:10.13544/j.cnki.jeg.2021-0683

太原湿陷性黄土微观结构沿剖面变化特征研究

STUDY ON CHARACTERISTICS OF MICROSTRUCTURE VARIATIONS ALONG WITH THE DEPTH OF TAIYUAN COLLAPSIBLE LOESS

陈轩翌 1许领 1魏欣 1董立1

作者信息

  • 1. 西安交通大学人居环境与建筑工程学院,西安 710049,中国
  • 折叠

摘要

Abstract

In this study,a sample of loess saturated with water at different depths in Taiyuan,Shanxi,was ana-lyzed through a combination of mercury intrusion and scanning electron microscopy.The morphological characteris-tics of loess particles and pores were described,and the law of change with depth was revealed.The following con-clusions are drawn:(1)Loess particles are affected by weathering,tending to refine with depth.(2)The stability of pores at different depths is related to multiple factors such as particle morphology and inter-particle cementation state.(3)The pores at different depths are divided into four size types:large(>20 μm),medium(5~20 μm),small(0.1~5 μm),and micro(<0.1 μm).The large pores are unstable and decrease with the increase of depth,while the micro pores are hardly affected by the depth of the soil.(4)In the range of medium and small pores,there are metastable pores of different sizes that can withstand a certain load beyond which they will collapse.The pores from large to small are gradually destroyed and transformed into smaller pores as the depth and pressure increase.The lo-ess in this condition is still in a metastable structure and is collapsible.(5)When the depth increases until the weight of the soil exceeds the strength limit of the last metastable pores,the small pores are compressed and de-stroyed,and the loess structure tends to be stable.Below this depth,the loess almost loses its collapsibility.

关键词

黄土/微观结构/深度/湿陷/压汞/扫描电镜

Key words

Loess/Microstructure/Depth/Collapsibility/MIP/SEM

分类

建筑与水利

引用本文复制引用

陈轩翌,许领,魏欣,董立..太原湿陷性黄土微观结构沿剖面变化特征研究[J].工程地质学报,2024,32(1):8-18,11.

基金项目

国家自然科学基金青年项目(资助号:42007278),国家重点研发计划子课题(资助号:2018YFC150470ZKT01),国家自然科学基金委重大基金项目子课题(资助号:41790440),中央高校基本科研业务费专项资金资助(资助号:xhj032021017-02).This research is supported by the National Natural Science Foundation of China(Grant No.42007278),the National Key Research and Development Program of China(Grant No.2018YFC150470ZKT01),Major Program of National Natural Science Foundation of China(Grant No.41790440)and the Fundamental Research Funds for the Central Universities(Grant No.xhj032021017-02). (资助号:42007278)

工程地质学报

OA北大核心CSTPCD

1004-9665

访问量0
|
下载量0
段落导航相关论文