南水北调与水利科技
南水北調與水利科技
남수북조여수리과기
SOUTH-TO-NORTH WATER
2013年
5期
112-115
,共4页
巨石混合体%边坡%失稳模式%离散元
巨石混閤體%邊坡%失穩模式%離散元
거석혼합체%변파%실은모식%리산원
huge rock mixture%slope%destabilization mode%discrete element method
运用离散元数值模拟方法,对具有大块石堆积特征的巨石混合体边坡的失稳模式进行了研究。结果表明,巨石混合体边坡中块石表面摩擦系数的降低会导致边坡的运动变形,变形模式以块石的平移为主,个别块石发生转动;块石在变形过程中重新镶嵌、咬合,具有自稳性;巨石混合体边坡主要的失稳范围为坡体的前缘和中部,竖直方向上坡体中上部的变形量较大,坡体下部变形量较小;前部块体的变形会导致后部块体失去支撑而发生变形,属牵引式的失稳模式。
運用離散元數值模擬方法,對具有大塊石堆積特徵的巨石混閤體邊坡的失穩模式進行瞭研究。結果錶明,巨石混閤體邊坡中塊石錶麵摩抆繫數的降低會導緻邊坡的運動變形,變形模式以塊石的平移為主,箇彆塊石髮生轉動;塊石在變形過程中重新鑲嵌、咬閤,具有自穩性;巨石混閤體邊坡主要的失穩範圍為坡體的前緣和中部,豎直方嚮上坡體中上部的變形量較大,坡體下部變形量較小;前部塊體的變形會導緻後部塊體失去支撐而髮生變形,屬牽引式的失穩模式。
운용리산원수치모의방법,대구유대괴석퇴적특정적거석혼합체변파적실은모식진행료연구。결과표명,거석혼합체변파중괴석표면마찰계수적강저회도치변파적운동변형,변형모식이괴석적평이위주,개별괴석발생전동;괴석재변형과정중중신양감、교합,구유자은성;거석혼합체변파주요적실은범위위파체적전연화중부,수직방향상파체중상부적변형량교대,파체하부변형량교소;전부괴체적변형회도치후부괴체실거지탱이발생변형,속견인식적실은모식。
The destabilization mode of the huge rock mixture slope was invest igat ed using the discrete element numerical meth-od. The results showed that( 1) the huge rock mixture slope would deform w hen the friction coefficient of the rock surface re-duces. T he destabilization mode is mainly t he translat ion slip of rock blocks w ith rotation of a few rock blocks;( 2) the rock blocks accumulate and occlude during the movement, and show s the ability of self-stabilization;( 3) the main dest abilization range of the huge block mixture slope is the f ront and the middle parts of the slope. In vertical direction, the upper and middle parts of slope have higher deformation than the lower part;and( 4) the movement of f ront rock block can cause the deformation of back rock block due to losing of support , w hich is the ret rogressive destabilization mode.