摘要
建立变孔隙比弹性骨架单元体数学模型,并将其用于青海察尔汗盐湖地区天然地基强夯试验变形场中,通过对比变形能统计参数与变形场等值线的关系,验证了该模型的适用性,得出了最佳的夯击次数。
Builded a variable permeability coefficient and elastic backbone element deformation energy model,analyzed the data of deformation field with this model. The result shows that statistical parameters of this model are interralted with diversifications of the deformation. Using the result we obtained the best time of tamp.
出处
《广东土木与建筑》
2009年第7期3-5,共3页
Guangdong Architecture Civil Engineering
关键词
强夯变形场
变形能模型
夯击次数
deformation field of dynamic compaction
deformation energy model
times of tamp
