摘要
原位测试技术具有速度快、费用低、应用广泛的特点。本文利用这一特点 ,选取静力触探试验和轻便触探试验 ,采用线性回归分析法建立了比贯入阻力与地基承载力基本值、比贯入阻力与压缩模量、轻型触探指标与地基承载力基本值的相关关系 ,以便快速。
Based on the characteristic of the in-situ-testing,which is the speed of testing is quickly, the cost of testing is cheep and extensive applicated The author of this articlefounds the relation of P s to f 0, P s to E s and N 10 to fo, by the method of liner repeat regression. So,f 0 and f k of foundation bearing capacity and can be obtain quickly and exactly.
出处
《北京地质》
2001年第1期21-25,共5页
Beijing Geology
