高能量强夯在处理湿陷性黄土地基和不良地质体工程中应用研究  

Application Research for High Energy Strong Rammer in Deal with Collapsed Loess and Unfavorable Geology Engineering

作　　者：黄雪峰[1,2] 陈正汉[1] 张广平 陈冰 方祥位[1] 朱元清[1] 

机构地区：[1]后勤工程学院军事建筑工程系,重庆400041 [2]兰州理工大学土木工程学院,兰州730050 [3]甘肃省电力设计院,兰州730050

出　　处：《后勤工程学院学报》2007年第1期5-10,共6页Journal of Logistical Engineering University

摘　　要：结合某工程采用6000kN·m高能量强夯处理湿陷性黄土地基和人为采金遗留的不良地质体的工程实践，分析研究了高能量强夯的加固机理、施工工艺、有效加固深度、影响深度的计算方法及有关参数，探讨了该技术处理湿陷性黄土地基和不良地质体的优点与适用性等问题。Combining with an collapsible loess site with which was dealt by 6000 kN · m high energy strong rammer to eliminate collapsibility and unfavorable geology, the reinforce mechanism, constructing techniques, effective reinforce depth,affecting depth and constructing parameters were analyzed, and the advantages and applicability of this method in deal with collapsed loess and unfavorable geology were discussed.

关 键 词：高能量强夯法 湿陷性黄土 不良地质体 地基处理 

分 类 号：TU472.31[建筑科学—结构工程] TU444[建筑科学—土工工程]