摘要
以高压注浆加固中、低压压缩性土层,提高地基承载力特征值的工程为实例,通过对复合地基承载力特征值的检测,说明用高压注浆的地基处理方法加固中、低压缩性土层是切实可行的。
This article represents the example of grouting in high pressure to consolidate compressiue soil in middle-low pressure and to advance characteristic value of subgrade bearing by means of testing characteristic value of composite subgrade bearing,explain the means is doable that ground treatment of grouting in high pressure to consolidate the compressive soil in middle-low pressure.
出处
《淮北职业技术学院学报》
2005年第3期74-75,共2页
Journal of Huaibei Vocational and Technical College
关键词
注浆
地基承载力特征值
复合地基
地基处理
Grouting
Characterstic value of subgrade bearing
Composite subgrade
Ground treatment
