| 注册
首页|期刊导航|水利水电技术|粒径对膨胀土无荷膨胀率的影响研究

粒径对膨胀土无荷膨胀率的影响研究

李进前 王起才 张戎令 王冲 崔晓宁 王炳忠

水利水电技术2017,Vol.48Issue(12):168-173,6.
水利水电技术2017,Vol.48Issue(12):168-173,6.DOI:10.13928/j.cnki.wrahe.2017.12.027

粒径对膨胀土无荷膨胀率的影响研究

Study on effect from particle size on load-free swelling rate of expansive soil

李进前 1王起才 1张戎令 2王冲 1崔晓宁 2王炳忠3

作者信息

  • 1. 兰州交通大学土木工程学院,甘肃兰州730070
  • 2. 兰州交通大学道桥工程灾害防治技术国家地方联合工程实验室,甘肃兰州 730070
  • 3. 兰州交通大学甘肃省道路桥梁与地下工程重点实验室,甘肃兰州730070
  • 折叠

摘要

Abstract

In order to study the effect from particle size on the experimental result of the load-free swelling rate of remolded soil,an experiment on the load-free swelling rate of remolded soil with the combinations of different proportions is carried out by crushing the mudstone from a foundation into three different particle sizes,i.e.,1 ~2 mm,0.1 ~ 1 mm and <0.1 mm,under the experiment condition that complies with the relevant specifications.The experiment result shows that larger differences are there among the experiment results of the load-free swelling rates of the expansive soil samples with different particle sizes,furthermore,the experiment results of the load-free swelling rates under different particle size combinations present the normal distribution trends,while the value of the load-free swelling rate at the peak value is the stable and reliable load-free swelling rate for the remolded soil,and then the particle size gradation with the experiment result of the load-free swelling rate approaching the value of the load-free swelling rate at the peak value is the best gradation.Through the relevant analysis,it is obtained that the particle size gradations which can make the experiment results of the load-free swelling rates of the remolded soil stable and reliable are 1 ~2 mm,0.1 ~ 1 mm and <0.1 mm with the mass ratio of 0∶ 100∶0,thus the particle size range that can make the experiment result of the load-free swelling rate of the remolded soil stable and reliable is 0.1 ~ 1 mm.Only within this particle size range,the experiment result of the load-free swelling rate of the remolded soil can be most real and correct.

关键词

膨胀土/无荷膨胀率/粒径级配/正态分布

Key words

expansive soil/load-free swelling rate/article size gradation/normal distribution

分类

建筑与水利

引用本文复制引用

李进前,王起才,张戎令,王冲,崔晓宁,王炳忠..粒径对膨胀土无荷膨胀率的影响研究[J].水利水电技术,2017,48(12):168-173,6.

基金项目

国家自然科学基金项目(51768033) (51768033)

教育部长江学者和创新团队滚动支持发展计划(IRT_15R29) (IRT_15R29)

中国铁路总公司科技研究计划(Z2015-G001) (Z2015-G001)

青年人才托举工程(2015QNRC001) (2015QNRC001)

飞天学者特聘计划 ()

水利水电技术

OA北大核心CSCDCSTPCD

1000-0860

访问量0
|
下载量0
段落导航相关论文