摘要
为了研究硅化法加固黄土地基的效果及其对黄土湿陷变形的影响,将不同浓度的水玻璃和氯化钙浆液注入到黄土中,进行了直剪试验和固结试验,通过试验,分析了黄土地基固化后的抗剪强度和湿陷变形情况,从而得到了硅化法加固黄土地基的实际效果。
In order to research the effect of the loess foundation consolidation with the silicification method and the its influence on the loess collapse and deformation,undertakes the direct shearing test and consolidation test by injecting the sodium silicate and calcium chloride solution with different densities,and analyzes the shearing strength and collapsible deformation after the consolidation of the loess foundation by the tests,so as to conclude the effect of the loess foundation with the silicification method.
出处
《山西建筑》
2016年第28期82-83,共2页
Shanxi Architecture
关键词
硅化法
黄土
抗剪强度
湿陷变形
silicification method
loess
shearing strength
collapsible deformation
