โ Scribed by MacLaughlin, M. ;Sitar, N. ;Doolin, D. ;Abbot, T.
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Piles used for the stabilization of slopes have to be adequately designed to resist the induced lateral loads due to the movement of the unstable slope. In this paper, a numerical method is presented for the analysis of this problem. In this approach, the piles are modelled using beam finite element
This paper deals with the reliability analysis of slope stability with spatial variability of soil properties. Supposing an elastic soil behavior until yield criteria, a stresses mobilized along slip surface are evaluated to formulate the performance function. The results of SFEM (Stochastic Finite
## Abstract We describe a technique for measuring dynamic motion at the low back along with the major lower limb joints during the toe touching maneuver. This type of motion analysis was carried out on eight normal volunteers. Flexion during the toe touching maneuver involves not only low back and