摘要
在地基处理技术中,将复合载体夯扩桩技术与水泥粉煤灰碎石桩法相结合,取其各自优点,拓展地基处理方法。本文对二者的原理、方法及组成复合地基的方法进行介绍,并详细介绍了单桩承载力、复合地基承载力特征值及沉降计算。
This paper introduces a new technical of ground treatment that adopts the advantage both ram-compaction piles with composite bearing base and cement-flyash-graved pile, the technical develop method of ground treatment. In the paper the author introduces the principles and method of design for ram-compaction piles with composite bearing base and cement-flyash-graved pile, and how form composite foundation, and single pile bearing capacity and characteristic value of composite foundation bearing capacity and calculation of settlement are introduced detailedly.
出处
《工程勘察》
CSCD
北大核心
2006年第S1期240-244,共5页
Geotechnical Investigation & Surveying
关键词
复合载体
填充料
挤密土体
三击贯入度
水泥粉煤灰碎石桩
褥垫层
复合地基
composite bearing base
fill material
soil in compacted
depth be three beat
cement-flyash-graved pile
bedtick layer
composite foundation