土壤性质空间变异性对边坡稳定性的影响

Є. А. Черкез, Д. В. Мелконян, В.Р. Скальський
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引用次数: 9

摘要

问题陈述和目的。目前在边坡表面观察到大量的变形。这些裂缝包括收缩裂缝、低肩裂缝、房屋运动裂缝、滑坡失速墙等。此外,高原近唇部还存在海岸边缘、边缘、岩屑和山体滑坡的退缩。在这方面,研究土壤性质的空间变异性和边坡稳定性评价是一项重要任务。本文旨在研究敖德萨地区Ovidiopolsky地区边坡的粘土物理力学性质空间变异规律及其对边坡稳定性的影响,同时考虑地震和水动力作用。数据与方法。工程地质调查SMC LLC“Odesgorstroy”利用现场(大地测量)和实验室研究结果,对重点地区进行了滑坡监测。抗剪强度随含水率的增加而增大。这就导致了滑坡体中软弱区的出现。当滑坡发生时,粘土矿物的结构键在滑面被破坏,导致表面能增加,粘土矿物水化,土壤水分增加。即在滑移区存在协同效应,表现为土体弱化过程的相互强化。计算表明,在大多数情况下,边坡稳定系数的减小是由于与水文地质条件负变化有关的强度特性的减小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EFFECT OF SPATIAL VARIABILITY OF SOIL PROPERTIES ON SLOPE STABILITY
Problem Statement and Purpose . On the slope surface numerous deformations are currently observed. These are contraction cracks, cracks with a lowered shoulder, houses movement, landslide stall walls, etc. There is also a retreat of lip of the coastal ledge and of the edge, debris and landslides in the nearlip part of the plateau. In this regard, the study of spatial variability of soil properties and slope stability assessment is an important task. The purpose of the paper is to study the clay soil physical and mechanical properties spatial variability patterns of the slope in Ovidiopolsky district of Odessa region and its impact on the slope stability taking into account the seismic and hydrodynamic forces. Data & Methods. Landslides monitoring on the key area has been carried out by engineering geological survey SMC LLC "Odesgorstroy”, using the results of field (geodetic survey) and laboratory studies. The shear strength with the increase in moisture. This leads to the appearance of weakened areas in the landslide massif. When landslide occur, the structural bonds in clay soils are de-stroyed in the slip surface area, which leads to an increase in surface energy, to the hydration of clay minerals and an increase in soil moisture. That is, a synergistic effect is observed in the slip area, which is reflected in the mutual reinforcement of soil weakening processes. The calculation shows that in most cases the decrease of the slope stability coeffi-cients is due to a decrease in the strength properties related to negative changes in hydrogeological conditions.
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