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边坡耗散结构信息熵及其演化规律研究

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通过分析边坡灾变过程耗散能的发生原理,提出了耗散结构信息熵,建立了耗散能与熵的计算公式.以司家营露天铁矿边坡为工程背景,运用FLAC3D 数值软件,对边坡灾变过程耗散能与熵值进行了模拟计算,获得了边坡在初始状态、极限平衡状态和失稳状态下的耗散能量云和熵云分布及其在灾变过程中的演化规律.结果表明,在初始阶段,耗散能和熵值很低,且集中分布在坡底的坡脚线和台阶眉线附近;在极限平衡状态和失稳状态时,耗散能量云和熵云已向滑移面转移,且耗散能增长显著,熵值增长较缓慢.边坡灾变过程呈现熵稳定、熵增长和熵突变 3个阶段.研究成果为边坡稳定性判识与滑坡预测提供了新的可视化方法.
Study on the Dissipative Structure Information Entropy of Slope and Its Evolution Law
By analyzing the occurrence principle of dissipative energy in slope disaster process,the information entropy of dissipative structure is proposed,and the calculation formulas of dissipative energy and entropy are established.Taking the slope of Sijiaying open-pit iron mine as the engineering background,the dissipative energy and entropy of the slope disaster process are simulated and calculated by using FLAC3D numerical software.The distribution of dissipative energy cloud and en-tropy cloud in the initial state,limit equilibrium state and instability state of the slope and its evolution law in the disaster process are obtained.The results show that in the initial stage,the dissipative energy and entropy are very low,and are concen-trated near the slope toe line at the bottom of the slope and the brow line at the top of the slope.In the limit equilibrium state and the instability state,the dissipative energy cloud and the entropy cloud have shifted to the slip surface,and the dissipative energy increases significantly,and the entropy value increases slowly.The slope disaster process presents three stages:entropy stability,entropy growth and entropy mutation.The research results provide a new visualization method for slope stability identi-fication and landslide prediction.

side slopedissipative energyentropycatastrophe evolution

孙勇成、曾宪烨、李万涛、谭乃根、田益琳、谭卓英

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河北钢铁集团矿业公司,河北 唐山 063700

北京科技大学土木与资源工程学院,北京 100083

边坡 耗散能 灾变演化

2024

金属矿山
中钢集团马鞍山矿山研究院 中国金属学会

金属矿山

CSTPCD北大核心
影响因子:0.935
ISSN:1001-1250
年,卷(期):2024.(12)