摘要
结合工程实际,探讨了土性强度相差悬殊的丘陵地带某人工高切坡的稳定性问题,对卸荷以后土层的临界高度进行了计算,并用FLAC3D有限元进行了模拟,得到了水平方向和竖直方向的位移,对同类型高切坡的稳定分析及治理有一定指导意义。
Combining with engineering practice, this thesis discusses artificial high cut slope stability on hill slopes with different soil intensity, calculates critical highness of the soil after unloading, and simulates it with FLAC3D finite element, finally obtains horizontal and vertical displacements, which has certain guiding significance for similar high cut slope stability analysis and governing.
出处
《山西建筑》
2010年第34期92-94,共3页
Shanxi Architecture
关键词
人工高切坡
稳定性
临界坡高
artificial high cut slope, stability, critical slope highness
