重庆建筑
重慶建築
중경건축
CHONGQING ARCHITECTURE
2015年
6期
32-34
,共3页
坡率法%边坡稳定性%边坡稳定安全系数
坡率法%邊坡穩定性%邊坡穩定安全繫數
파솔법%변파은정성%변파은정안전계수
slope rate method%slope stability%slope stability safety factor
坡率法设计的挖填方边坡，其放坡坡率通常按国家现行标准推荐的坡率直接放坡，很少进行稳定性计算，但按此坡率放坡的边坡稳定安全系数并非总是满足国家现行标准对边坡稳定性的要求，该文用计算实例说明了坡率法边坡稳定系数计算方法，其计算实例对同类型边坡具有参考价值。
坡率法設計的挖填方邊坡，其放坡坡率通常按國傢現行標準推薦的坡率直接放坡，很少進行穩定性計算，但按此坡率放坡的邊坡穩定安全繫數併非總是滿足國傢現行標準對邊坡穩定性的要求，該文用計算實例說明瞭坡率法邊坡穩定繫數計算方法，其計算實例對同類型邊坡具有參攷價值。
파솔법설계적알전방변파，기방파파솔통상안국가현행표준추천적파솔직접방파，흔소진행은정성계산，단안차파솔방파적변파은정안전계수병비총시만족국가현행표준대변파은정성적요구，해문용계산실례설명료파솔법변파은정계수계산방법，기계산실례대동류형변파구유삼고개치。
The step slope rate of excavated slope designed with slope rate method is usually the direct step slope recommended by present national stan-dard, with stability seldom calculated, but the slope stability safety factors do not always meet the relevant requirements in present national standard. The calculation method of slope stability factors with slope rate method is elaborated with cases. It can offer some references for similar project.
