摘要
对路堤荷载下低强度桩复合地基的孔隙水压力原型观测结果进行了分析。观测结果表明 ,加固区范围内固结速度较快 ,下卧层固结速度相对较慢 。
The observed pore pressure in a composite foundation prototype with low-strength piles under embankment is analyzed.According to the observation and analysis,consolidation in the stabilized layer of the composite foundation is the most fast.It is slower in the sublayer and is the lowest in the area outside the composite foundation.
出处
《低温建筑技术》
2004年第4期52-53,41,共3页
Low Temperature Architecture Technology
关键词
岩土工程
复合地基
孔隙水压力
原型观测
geotechnical engineering
composite foundation
pore pressure
prototype observation
