马来西亚沙巴西部山区边坡设计的工程地质测绘

R. Roslee, F. Tongkul
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引用次数: 3

摘要

沙巴州西部山区的地质条件为工程地质失稳提供了有利的环境。该地区为特拉斯马迪组(古新世至始新世)、克罗克组(始新世晚期至中新世早期)和各种新近第四纪冲积物所覆盖,这些冲积物仍在沉积。特鲁斯马迪组和砂质克罗克组的砂岩和泥岩层的泥质性质和剧烈变形使它们极易受到风化和不稳定的影响。由于高孔隙压力和强烈的地貌作用,风化材料不稳定,易发生滑动。本研究选取了20个临界边坡失稳案例,并将其分为两大类;岩质边坡(十分)和土质边坡(十分)。与岩石边坡相比,土壤边坡的破坏通常涉及大量的破坏材料,而岩石边坡的破坏大多是中小型的。岩质边坡运动学分析表明,圆形、平面、楔形和倾倒破坏模式的变化潜力以及上述几种破坏模式的组合。岩土边坡稳定性分析表明,安全系数为不安全(0.56 ~ 0.95)。地质影响使沙巴山区的斜坡变得非常不稳定,容易发生滑坡。对研究区滑坡发生的6个相关主要参数进行了归因;1)当地和区域地质学,2)水文和地质水文,3)矿物学和微观结构,4)局部不连续结构,5)土壤和岩石的物理和工程性质,以及6)地貌过程可以帮助评估滑坡问题。因此,开发规划必须考虑边坡危害和风险管理。这种工程地质测绘可以在沙巴州减少灾害风险方案中发挥至关重要的作用,以确保公共安全并在不同的环境中推广。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ENGINEERING GEOLOGICAL MAPPING ON SLOPE DESIGN IN THE MOUNTAINOUS AREA OF SABAH WESTERN, MALAYSIA
The geology in the mountainous area of Sabah western provides a favourable setting for engineering geological instability. The area is underlain by the Trusmadi Formation (Palaeocene to Eocene age), the Crocker Formation (Late Eocene to Early Miocene age) and vary recent Quaternary alluvial materials which are still being deposited. The argillaceous nature and intense deformation suffered by the Trusmadi Formation and the highly jointed sandstone and mudstone beds of the arenaceous Crocker Formation makes them highly susceptible to weathering and instability. The weathered materials are unstable and may experience sliding due to by high pore pressure and intensively of geomorphological processes. In this study, a total of 20 selected critical slope failures were studied and classified into two main groups; rock slope (ten) and soil slope (ten). Soil slope failures normally involved large volumes of failed material as compared much rock slopes, where the failures are mostly small to medium. Kinematics rock slope analyses indicates that the variable potential of circular, planar, wedges, and toppling failures modes as well as the combination of more than one mode of aforementioned failure. Rock and soil slopes stability analysis indicates that the factor of safety value as unsafe (0.56 to 0.95). The geological influence had transformed the slopes in the Sabah mountainous area to be highly unstable and susceptible to landslide occurrences. Six (6) related main parameters to the landslide occurrence in the study area were attributed; 1) local and regional geology, 2) hydrological and geohydrological, 3) mineralogical and micro structures, 4) local discontinuities structures, 5) physical and engineering properties of soil and rock, and 6) geomorphological processes which can help in evaluating landslide problems. Therefore, development planning has to consider the slope hazard and risk management. This engineering geological mapping may play a vital role in disaster risk reduction programme in Sabah to ensure the public safety and to be extend with different environment.
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