石头坪景区边坡几何形态对稳定可靠度的影响分析
投稿时间:2018-04-19  修订日期:2018-06-22  点此下载全文
引用本文:王江荣,袁维红,赵睿,等.石头坪景区边坡几何形态对稳定可靠度的影响分析[J].钻探工程,2018,45(9):66-70.
WANG Jiang-rong,YUAN Wei-hong,ZHAO Rui,et al. Analysis on the Influence of Slope Geometry on Stability Reliability in the Shitouping Scenic Area[J]. Drilling Engineering, 2018,45(9):66-70.
摘要点击次数: 1099
全文下载次数: 526
作者单位E-mail
王江荣* 兰州石化职业技术学院 lzshwjr@163.com 
袁维红 兰州石化职业技术学院信控学院  
赵睿 兰州石化职业技术学院信控学院  
欧国海 兰州市西固区城乡建设局  
基金项目:兰州市西固区科学技术局计划项目(编号:西科发\[2017\]29号);兰州市科学技术局计划项目(编号:兰财建发\[2015\]85号);甘肃省财政厅专项资金立项资助(编号:甘财教\[2013\]116号)
中文摘要:兰州金城公园石头坪景区提升改造工程存在大量的自然边坡和人工边坡。因边坡土体物理力学参数存在变异性,采用了蒙特卡洛随机抽样法和极限平衡法按不同坡高及坡度计算分析了边坡稳定可靠性指标及其变化规律,结果表明在景区实际坡高、坡度范围内边坡是稳定可靠的,适宜景区建设,但当坡高、坡度达到实际范围的最大值或超范围时,边坡处于基本稳定或欠稳定状态,建议采取加固措施。
中文关键词:边坡几何形态  蒙特卡洛随机抽样法  极限平衡  安全系数  稳定可靠度
 
Analysis on the Influence of Slope Geometry on Stability Reliability in the Shitouping Scenic Area
Abstract:There are a large number of natural slopes and artificial slopes in the upgrading project of the Shitouping scenic area in Jincheng Park of Lanzhou. Due to the variability of the physico-mechanical parameters of slope soils, the Monte Carlo random sampling method and limit equilibrium method were used to calculate and analyze the slope stability reliability indexes and the change rules according to different slope heights and gradients. The results show that the slope is stable and reliable in the area of the actual slope height and slope gradient range, which is suitable for the scenic spots construction. However, when the slope height and slope gradient reach the maximum or over-range of the actual range, the slope is in a basically stable or under-stable state, the reinforcement measures are suggested.
keywords:slope geometry  Monte Carlo random sampling method  limit equilibrium  safety factor  stability reliability
查看全文  查看/发表评论  下载PDF阅读器