青岛理工大学学报
青島理工大學學報
청도리공대학학보
JOURNAL OF QINGDAO TECHNOLOGICAL UNIVERSITY
2012年
6期
6-9
,共4页
边坡稳定%可靠性%蒙特卡罗法%失效概率
邊坡穩定%可靠性%矇特卡囉法%失效概率
변파은정%가고성%몽특잡라법%실효개솔
slope stability%reliability%Monte-Carlo method%failure probability
为了定量地掌握蒙特卡罗法中抽样次数对固定滑动面失效概率的影响程度,针对两个边坡,分别假定潜在滑动面为圆弧和非圆弧,土体材料的黏聚力和内摩擦角为服从正态分布的随机变量,选取不同的滑动面,进行了不同抽样次数下的计算分析.对比分析发现:对于失效概率为0的滑动面而言,抽样次数的大小对结果没有影响,而失效概率大于0的滑动面,随着抽样次数的增加,失效概率有减小的趋势.
為瞭定量地掌握矇特卡囉法中抽樣次數對固定滑動麵失效概率的影響程度,針對兩箇邊坡,分彆假定潛在滑動麵為圓弧和非圓弧,土體材料的黏聚力和內摩抆角為服從正態分佈的隨機變量,選取不同的滑動麵,進行瞭不同抽樣次數下的計算分析.對比分析髮現:對于失效概率為0的滑動麵而言,抽樣次數的大小對結果沒有影響,而失效概率大于0的滑動麵,隨著抽樣次數的增加,失效概率有減小的趨勢.
위료정량지장악몽특잡라법중추양차수대고정활동면실효개솔적영향정도,침대량개변파,분별가정잠재활동면위원호화비원호,토체재료적점취력화내마찰각위복종정태분포적수궤변량,선취불동적활동면,진행료불동추양차수하적계산분석.대비분석발현:대우실효개솔위0적활동면이언,추양차수적대소대결과몰유영향,이실효개솔대우0적활동면,수착추양차수적증가,실효개솔유감소적추세.
Two soil slopes are studied in order to quantitatively determine the influence of sample numbers in Monte-Carlo method on the failure probability for given slip surfaces. The cohesion and internal friction angle of soil layers are assumed to be random variables with normal distribution and different slip surfaces are constructed to calculate and analyze their failure probabilities of different sample numbers. The results show that for the slip surfaces with zero failure probability, whether the sample number is large or small has no influence on the failure probability, however, for the slip surfaces with positive failure probability, the failure probability tends to decrease along with the increase of sample number.