“挤密碎石桩”加“强夯法”加固处理湿陷性黄土地基

Gravel Pile and Dynamic Consolidation Stabilizing Collapsible Loess Foundation

介绍了采用挤密碎石桩与强夯法结合加固处理湿陷性黄土地基的设计与施工实践。在强夯设备有限，强夯能量又难于满足消除湿陷性黄土的湿陷情况下，两种方法的有效结合．是一种处理加固温陷性黄土地基较为理想方法．

This paper introduces the design and construction dealing with collapsible loess foundation by means of gravel pile combining with dynamic consolidation in practice. In case of dynamic consolidation being limited in equipment and dispelling collapsibility of it being hard to satified with dynamic energy. Combination of both of them is a kind of effective method dealing with collapsible loess foundation.