吉林地质
吉林地質
길임지질
JILIN GEOLOGY
2014年
3期
120-122
,共3页
边坡%岩体类型%形成机理%剪切试验%边坡稳定性评价
邊坡%巖體類型%形成機理%剪切試驗%邊坡穩定性評價
변파%암체류형%형성궤리%전절시험%변파은정성평개
slope%rock type%formation mechanism%shear test%evaluation of slope stability
拟扩建新厂区边坡岩体类型为Ⅳ，边坡工程安全等级为二级，该岩体可见共有六组节理发育。外倾节理一组，产状为280°～300°∠42°～75°与边坡坡向277°几乎一致，经计算边坡稳定性系数均小于1.30，为不稳定边坡。经分析拟建边坡小于40°时趋于稳定，大于40°时为不稳定边坡。
擬擴建新廠區邊坡巖體類型為Ⅳ，邊坡工程安全等級為二級，該巖體可見共有六組節理髮育。外傾節理一組，產狀為280°～300°∠42°～75°與邊坡坡嚮277°幾乎一緻，經計算邊坡穩定性繫數均小于1.30，為不穩定邊坡。經分析擬建邊坡小于40°時趨于穩定，大于40°時為不穩定邊坡。
의확건신엄구변파암체류형위Ⅳ，변파공정안전등급위이급，해암체가견공유륙조절리발육。외경절리일조，산상위280°～300°∠42°～75°여변파파향277°궤호일치，경계산변파은정성계수균소우1.30，위불은정변파。경분석의건변파소우40°시추우은정，대우40°시위불은정변파。
Slope rock type of the new plant expansion isⅣ, slope safety grade two level, the rock body has six sets joints. A set of extraverted joint, the occurrence 280 °~300 °,∠42 °~75 ° almost same to slope 277 °. By calculating the slope stability coefifcient is less than 1.30, is the unstable slope. Through the analysis, the slope less than 40 ° tends to be stable, more than 40 °is unstable slope.
