摘要
本文根据工程实测资料,将地基土分为三类,推导出计算强夯影响深度的新经验公式,提高了计算精度。
Based on the da(?)a of engineerin5 meacurements, this paper classifies the foundation soils int9 three cutegories. The new empirical formulae for calculasting the influcncing depth of dynamic consolidation are derived, which can raise the calculating precision.
出处
《勘察科学技术》
1993年第3期19-22,共4页
Site Investigation Science and Technology
