Analysis of ramming settlement based on dissipative principle

3rd International Conference on Energy Equipment Science and Engineering

Fu, Hao^1 ; Yu, Kaining^2 ; Chen, Changli^1 ; Li, Changrong^1 ; Wang, Xiuli^1

China Solibase Engineering Co., Ltd, Beijing

101300, China^1

Hebei GEO University, Shijiazhuang

050031, China^2

关键词: Boundary problems;    Dissipative structure;    Dynamic compaction;    Effectiveness coefficients;    Efficiency coefficient;    Soil density;    Steady state;    Steady-state evolution;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/128/1/012009/pdf
DOI  :  10.1088/1755-1315/128/1/012009

来源: IOP

【 摘 要 】

The deformation of soil is a kind of dissipative structure under the action of dynamic compaction. The macroscopic performance of soil to steady state evolution is the change of ramming settlement in the process of dynamic compaction. based on the existing solution of dynamic compaction boundary problem, calculated ramming effectiveness (W) and ramming efficiency coefficient( η ). For the same soil, ramming efficiency coefficient is related to ramming factor λ = M/ρr3. By using the dissipative principle to analyze the law between ramming settlements and ramming times under different ramming energy and soil density, come to the conclusion that: Firstly, with the increase of ramming numbers, ramming settlement tends to a stable value, ramming effectiveness coefficient tends to a stable value. Secondly, under the condition of the same single ramming energy, the soil density of before ramming has effect on ramming effectiveness of previous ramming, almost no effect on ramming effectiveness of subsequent ramming. Thirdly, under the condition of the same soil density, different ramming energy correspond to different steady-state, the cumulative ramming settlement and steady-state increase with ramming energy.