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坡面沉桩边坡动态稳定性三维极限上限分析 被引量:6
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作者 饶平平 赵琳学 +1 位作者 李林 刘颖 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2017年第3期697-704,共8页
采用极限分析上限法,建立土质边坡坡面沉桩动态稳定性三维计算模型,研究沉桩力、桩土间横向力等对边坡动态稳定性的影响。通过算例计算,对整个沉桩过程中边坡抗滑稳定安全系数的变化规律及其内在机制进行深入研究,并分析桩径、沉桩位置... 采用极限分析上限法,建立土质边坡坡面沉桩动态稳定性三维计算模型,研究沉桩力、桩土间横向力等对边坡动态稳定性的影响。通过算例计算,对整个沉桩过程中边坡抗滑稳定安全系数的变化规律及其内在机制进行深入研究,并分析桩径、沉桩位置、坡角对边坡抗滑稳定安全系数的影响规律。结果表明:沉桩力对边坡稳定性产生不利影响,导致沉桩前期边坡安全系数持续降低;桩体穿过破坏面后,边坡安全系数由于桩身的抗滑作用而显著提高。桩径越大,沉桩前期安全系数越低,其下降速度也越快,但桩体穿过破坏面后安全系数提升也越明显;沉桩位置越靠近坡顶,沉桩过程中安全系数下降速度越快,导致最危险点的安全系数越低;坡角越大,沉桩过程中整体安全系数越低。分析结果对于坡面沉桩的稳定性评估及设计施工具有一定参考价值。 展开更多
关键词 边坡工程 坡面沉桩 极限分析上限法 三维破坏机构 边坡动态稳定性 抗滑稳定安全系数
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土钉支护结构整体稳定性的动态分析 被引量:4
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作者 胡长明 李文广 《西安建筑科技大学学报(自然科学版)》 CSCD 北大核心 2005年第1期78-81,117,共5页
用非饱和土强度理论建立了土钉支护整体稳定性最小安全系数的公式.运用非饱和土水分子运动方程,求解降雨入渗条件下边坡土体的瞬态体积含水量,又考虑到其与非饱和土抗剪强度的关系,分析了降雨入渗条件下非饱和土土钉支护边坡整体动态稳... 用非饱和土强度理论建立了土钉支护整体稳定性最小安全系数的公式.运用非饱和土水分子运动方程,求解降雨入渗条件下边坡土体的瞬态体积含水量,又考虑到其与非饱和土抗剪强度的关系,分析了降雨入渗条件下非饱和土土钉支护边坡整体动态稳定性.用MATLAB计算机语言实现了遗传算法寻找非饱和土土钉支护结构最危险滑裂面和与其对应的最小安全系数的自动寻优. 展开更多
关键词 非饱和土强度 降雨入渗 边坡动态稳定性
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Pseudo-dynamic analysis of seismic stability of reinforced slopes considering non-associated flow rule 被引量:10
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作者 A.Eskandarinejad A.H.Shafiee 《Journal of Central South University》 SCIE EI CAS 2011年第6期2091-2099,共9页
The required reinforcement force to prevent instability and the yield acceleration of reinforced slopes are computed under seismic loading by applying the kinematic approach of limit analysis in conjunction with the p... The required reinforcement force to prevent instability and the yield acceleration of reinforced slopes are computed under seismic loading by applying the kinematic approach of limit analysis in conjunction with the pseudo-dynamic method for a wide range of soil cohesion, friction angle, dilation angle and horizontal and vertical seismic coefficients. Each parameter threatening the stability of the slope enhances the magnitude of the required reinforcement force and vice versa. Moreover, the yield acceleration increases with the increase in soil shear strength parameters but decreases with the increase in the slope angle. The comparison of the present work with some of the available solutions in the literatures shows a reasonable agreement. 展开更多
关键词 reinforced slope seismic stability pseudo-dynamic approach non-associated flow rule cohesive slope
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Dynamic stability of quadruped robot walking on slope with trot gait 被引量:3
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作者 雷静桃 Ren Mingming 《High Technology Letters》 EI CAS 2016年第1期1-9,共9页
The dynamic stability of a quadruped robot trotting on slope was analyzed.Compared with crawl gait,trot gait can improve walking speed of quadruped robots.When a quadruped robot trots,each leg is in the alternate stat... The dynamic stability of a quadruped robot trotting on slope was analyzed.Compared with crawl gait,trot gait can improve walking speed of quadruped robots.When a quadruped robot trots,each leg is in the alternate state of swing phase or supporting phase,and two legs in the diagonal line are in the same phase.The feet in the supporting phase form a supporting region on the ground.When a quadruped robot walks on slope,the vertical distance from zero moment point(ZMP) to the supporting diagonal line is defined as ZMP offset distance.Whether this distance is less than the maximum offset distance or not,the stability of robot trotting on slope can be judged.The foot trajectory was planned with the sinusoidal function.Based on the kinematic analysis,the ZMP offset distance of quadruped robot under different slope angles,step length and step height was calculated,then the reasonable slope angle,step length and step height for quadruped robot trotting on slope to keep dynamic stability can be determined.On the other hand,the posture angle of quadruped robot should be controlled within the desired range.Computer simulations were executed to verify the theoretical analysis.The study will provide reference for determining reasonable step parameters of the quadruped robot. 展开更多
关键词 quadruped robot SLOPE trot gait STABILITY zero moment point (ZMP)
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Increasing effect of metamorphism on rock properties
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作者 Akinbinu Victor Abioye 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第2期205-211,共7页
This work studied the effect of increasing degree of metamorphism on the properties of rocks.The properties investigated are the physical,mechanical and dynamic parameters.They are important inputs in the design of ma... This work studied the effect of increasing degree of metamorphism on the properties of rocks.The properties investigated are the physical,mechanical and dynamic parameters.They are important inputs in the design of many mining and civil engineering techniques such as in tunnelling,slope stability and dynamic activities associated with seismicity and fragmentation.This work compared the degree of metamorphism examined through petrographic studies of the Transvaal Sequence in South Africa with the properties of the rocks.The study shows that as the effect metamorphism increases,the state of stress,compaction of grains,cementation and the brittleness of the rocks increases.In addition,increase in the metamorphic effect increases the value of the rock property.The degree of metamorphism of an outcrop is the key factor influencing its property value.Therefore the metamorphism effect of an outcrop may act as a guide to its engineering properties. 展开更多
关键词 Geology of rock Rock property Brittleness Fragmentation and metamorphism
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