摘要
砂井地基竖向排水固结计算应改进为任一深度的固结度计算,这样才符合地基的实际情况。本文对砂井地基的三向固结计算制作了一组应用图表,对设计计算参数的选用也作了介绍。
Computation of the degree of consolidation for any depth is used instead of the consolidation computation of perpendicular drainage in sand drain foundation. It is appropriate to actual condition. A group of charts of three dimensional consolidation computation in sand drain foundation is presented, and selection of parameters used for design is suggested.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1992年第4期38-44,共7页
Chinese Journal of Geotechnical Engineering
