摘要
结合章丘电厂冷却塔湿陷性地基地质资料 ,对强夯、灰土挤密桩处理方案进行了技术、经济对比 ,给出了一些测试和计算结果 ,分析了两种方案各自的优、缺点 .
By analyzing of the geologic data of collapsible foundation of cooling tower of Zhangqiu Power Plant,dynamic compaction and lime soil compaction piles method is compared from the technology and economy view point to treat the collapsible foundation.some test and calculational result is given, and the advantages and disacvantages of two treatment plans are analyzed.
出处
《山东师范大学学报（自然科学版）》
CAS
2001年第3期272-274,共3页
Journal of Shandong Normal University(Natural Science)
关键词
地基处理
强夯法
灰土挤密桩
承载力
foundation treatment
dynamic compaction
lime soil compaction piles
bearing capacity
