喀麦隆西北部Widikum及其周边地区切坡的矿物学、岩土学特征及稳定性

O. Kenmoe, Valentine Katte Yato, F. Ngapgue, A. Wouatong
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摘要

威迪库姆高地及其周边地区位于喀麦隆西北地区。在过去的五年里,山体滑坡经常影响这段高速公路的运行。为了了解这些现象的机制,最近进行了一项调查,以澄清并提出适当的补救办法。该研究包括对当地土壤材料的矿物学和岩土学特征。粘土组分的x射线衍射矿物学分析表明,千兆矿物(高岭石、三长石、蒙脱石、伊利石和黑云母)的存在。伴生矿物以石英为代表。蒙脱石晶体小,表面积大,有利于提高其吸附能力。粘土矿物会引起膨胀,从而改变或改变材料的机械特性。风化产物的天然含水量在27 ~ 47.4%之间,接近甚至低于59.4% ~ 71.9%的液体极限,说明风化产物具有不稳定的特点。高塑性指数在17.9 ~ 29.3%之间,表明塑性材料对蠕变非常敏感。饱和比非常高(60 ~ 96%),证明了它们的准饱和状态。选择3米的工作台,倾角β = 37.5°,可将台阶高度降低至2.3米。建议建造挡土墙以及种植桉树和vertiva草以减少滑坡的发生。
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Mineralogical, Geotechnical Characterization and Stability of the Cut Slopes of Widikum and its Surroundings (North-West Cameroon)
The Widikum highlands and its surroundings are located in the North West Region of Cameroon. These five last years, landslides are frequently affecting movement on this portion of the highway. An investigation for understanding the mechanism of these phenomena was recently performed to clarify and to propose suitable remediable solutions. The study included mineralogical and geotechnical characterization of the local soil materials. The X-ray diffraction mineralogical analysis on clay fractions reveals the presence of phyllitic minerals (kaolinite, gibbsite, montmorillonite, illite and biotite). Associated minerals are mainly represented by quartz. Montmorillonite has the small crystal and largest surface which aid in increasing its adsorptive capacity. Clayed minerals can cause swelling and consequently the change or variation of the mechanical characteristics of the materials. The natural water content of weathered products vary from 27 to 47.4% which are close or even lower than the liquid limit included between 59.4 and 71.9%, this justify their unstable character. In addition, the high plasticity index ranges between 17.9 and 29.3% and is indicative of plastic materials thus very sensitive to creep. Moreover, the saturation ratio is very high (60 - 96%) thus attesting to their quasi saturated state. It is advisable to reduce the height of the steps to 2.3m by opting for a bench of 3m and adopting an inclination angle of β = 37.5°. Building retaining structures as well as eucalyptus and vertiva grass planting is recommended to reduce landslide incidences.
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