摘要
为探明强夯法单击夯沉量的数值大小,基于动能定理及文克尔地基模型,提出了强夯法单击夯沉量的计算公式,发现锤重、落距、夯锤面积等因素会对强夯法单击夯沉量产生影响。经过正交试验分析表明,落距对于强夯法单击夯沉量的影响最为显著。因此,在进行强夯法单击夯沉量设计时应优先考虑合理增大落距,以求达到经济、合理的目的。
In order to find out the value of single tamping compaction settlement by dynamic compaction method,based on kinetic energy theorem and Winkler foundation model,the calculation formula of single tamping compaction settlement by dynamic compaction method is proposed.It is found that the factors such as weight,falling distance and area of rammer will influence the compaction settlement of single tamping.The orthogonal test results show that the drop distance has the most significant influence on the click weight of dynamic compaction method.Therefore,in the design of dynamic compaction of dynamic compaction,reasonably increase the falling distance should be given priority in order to achieve economic benefits and reasonable goals.
作者
孙智
王豪
冯忠居
胡海波
王蒙蒙
李明政
张长安
郎咸海
刘典鹏
SUN Zhi;WANG Hao;Feng Zhong-ju;HU Hai-bo;WANG Meng-meng;LI Ming-zheng;ZHANG Chang-an;LANG Xian-hai;LIU Dian-peng(China State Construction Port Engineering Group Co.Ltd.,Qingdao 266032,China;China State Construction Shandong Investment Co.Ltd.,Jinan 250002,China;School of Highway,Chang’an University,Xi’an 710064,China;China Construction Infrastructure Co.Ltd.,Beijing 100029,China;Shandong Provincial Communications Planning and Design Institute,Jinan 250031,China)
出处
《公路》
北大核心
2020年第10期63-66,共4页
Highway
基金
中建股份科技研发计划资助项目,项目编号CSCEC-2017-Z-20。
关键词
岩土工程
强夯法
理论计算
单击夯沉量
正交试验
geotechnical engineering
dynamic compaction method
theoretical calculation
click-and-sink amount
orthogonal test