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。
There arc a large number of natural slopes and artificial slopes in the upgrading project of the Shitouping scenic area in Jinchcng Park of I.anzhou. Duc to the variability of the physico mechanical parameters of slope soils, the Monte Carlo random sampling method and limit equilibrium method wcrc 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-rangc of the actual range, the slope is in a basically stable or under-stablc state, the reinforcement measures arc suggested.
作者
王江荣
袁维红
赵睿
欧国海
WANG Jiang-rong;YUAN Wei-hong;ZHAO Rui;OU Guo-hai(College of Information Processing and Control Engineer ing,Lanzhou Petrochemical Polytechnic,Lanzhou Gansu 730060,China;Lanzhou Xigu District Urban and Rural Construction Bureau,Lanzhou Gansu 730060,China)
出处
《探矿工程（岩土钻掘工程）》
2018年第9期66-70,共5页
Exploration Engineering:Rock & Soil Drilling and Tunneling
基金
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)
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
slope geometry
Monte Carlo random sampling method
limit equilibrium
safety factor
stability reliability
