会议论文详细信息
21st International Scientific Conference on Advanced in Civil Engineering "Construction - The Formation of Living Environment"
Study of compressive strength evolution in soil cement samples with fly-ash admixtures
土木建筑工程
Karpisz, Izabela^1 ; Jaworski, Kacper^1
Wroclaw University of Science and Technology, Faculty of Civil Engineering, Wyb. Wyspiaskiego 27, Wroclaw
50-370, Poland^1
关键词: Cementing material;    Deep soil mixing;    Laboratory procedures;    Mixing technology;    Natural structures;    Science and Technology;    Strength and stiffness;    Testing procedure;   
Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/365/3/032049/pdf
DOI  :  10.1088/1757-899X/365/3/032049
学科分类:土木及结构工程学
来源: IOP
PDF
【 摘 要 】

Improving a soil is a process of increasing its physical/mechanical properties without changing its natural structure. Improvement is reached by means of the knitted materials, or other methods when strong connection between soil particles is established. The main reason of designing cement-soil columns is to improve properties of local soils (such as strength and stiffness) by mixing them with various cementing materials. Cement and calcium are the most commonly used binders. However, new research undertaken worldwide proves that apart from these materials, also gypsum or fly ashes can also be successfully implemented. As the Deep Soil Mixing is still being under development, anticipating mechanical properties of columns in particular soils and the usage of cementing materials in formed columns is very difficult and often inappropriate to predict. That is why a research is carried out in order to find out what binders and mixing technology should be used. The paper presents several results of the testing procedures related to soil-cement quality and internal capacity of Deep Soil Mixing columns. Presented results concerning capacity testing of laboratory samples and laboratory procedures on various categories of samples were picked from R&D and consulting works offered by Wroclaw University of Science and Technology (WrUST). The work contains two independent groups of analyses. The first one comprises results coming from the previous laboratory research undertaken at the University. This is just a small part of huge investigation which is aimed at boosting the knowledge of possible implementation of fly ashes into the DSM columns. The second part contains results of specimen prepared by the author for the purpose of MSc Diploma Work.

【 预 览 】
附件列表
Files Size Format View
Study of compressive strength evolution in soil cement samples with fly-ash admixtures 894KB PDF download
  文献评价指标  
  下载次数:15次 浏览次数:30次