摘要
针对某湿陷性黄土地基上的建筑物墙体开裂的原因,采用了水泥-水玻璃注浆加固方法进行加固,对其注浆范围、注浆深度、注浆材料、注浆工艺进行了设计,沉降及裂缝观测结果表明,利用该法消除了地基湿陷性,增强了地基承载力,地基处理效果良好。
In the light of the causes of the wall cracking of a building on the collapsible loess foundation, the cement-sodium silicate intrusion strengtheni ng method is adopted. This paper designs its intrusion scope, intrusion depth, i ntrusion materials and intrusion processes, and the results of the observations of the settlements and cracks show that the utilization of this method can elimi nate the collapsibility of the foundation and strengthen the bearing capacity an d obtain good foundation treating effect.
出处
《科技情报开发与经济》
2004年第5期303-304,共2页
Sci-Tech Information Development & Economy
关键词
地基加固
水泥-水玻璃注浆
湿陷性黄土地基
地基承载力
foundation strengthening
cement-sodium silicate intrusion
collap sible loess foundation
bearing capacity of foundation