Modeling of Deformations of Fine Clayey Soils Stabilized Using Sugar Cane Molasses: Extension of the Ferber Model

Nice Ngouallat Mfoutou, N. Malanda, Jarlon Brunel Makela, P. Louzolo-Kimbémbé
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引用次数: 1

Abstract

This work presents a theoretical study based on the instability of fine soils stabilized with sugar cane molasses. Indeed, this stabilization is only effective during the dry season in the town of Nkayi due to the scarcity or non-existence of rainfall. This being the case, let us suppose that humidification influences the intrinsic parameters of the earth materials (suction, porosity) and even the stabilization capacity of the molasses, we can try to understand the instability phenomenon that occurs within the structural matrix of the material when it is solicited during periods of heavy rainfall. The current models which study the deformation of the proposed fine soils, relate the inter-aggregate voids, the intra-aggregate voids, the stability index, the suction of the soil material and the relative humidity of the environment. Also, the theoretical study of these models shows that the inter-aggregate voids increase with relative humidity, the intra-aggregate voids decrease with increasing relative humidity and the stability index decreases with increasing relative humidity.Similarly, inter-aggregate voids decrease with increasing suction, intra-aggregate voids increase with suction and the stability index increases with suction.However, with the extension of Ferber's model, the breaking point of the earth material is obtained using these same models, i.e. this minimum point beyond which the adhesion forces in the aggregate and between the aggregates become low to ensure cohesion between the aggregates in the material for a long time. All in all, this point is significant for Pr (=35.768%, =0.5262, =0.078, = 0.0005 262), and S=146 MPa (suction value) and is defined as the breaking point below which the cohesion of the aggregates is not evident. This proposed model mathematically translates both the effects of relative humidity and suction on voids in earth materials. It also explains the deformations that take place in earth materials at the microstructure level (intra-aggregate voids and inter-aggregate voids) under the effect of moisture or suction.
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甘蔗糖蜜稳定粘土细土的变形建模:Ferber模型的推广
本文对甘蔗糖蜜稳定细土的不稳定性进行了理论研究。事实上,这种稳定只在Nkayi镇的旱季有效,因为缺少或没有降雨。在这种情况下,让我们假设加湿影响土材料的内在参数(吸力、孔隙率),甚至糖蜜的稳定能力,我们可以尝试理解在强降雨期间,材料的结构矩阵内发生的不稳定现象。目前研究所提出的细土变形的模型,涉及到团粒间空隙、团粒内空隙、稳定性指数、土的吸力和环境的相对湿度。理论研究表明,随着相对湿度的增加,集料间空隙增大,集料内空隙减小,稳定性指数随相对湿度的增加而减小。同样,随着吸力的增大,集料间空隙减小,集料内空隙增大,稳定性指数随吸力的增大而增大。然而,通过Ferber模型的扩展,土材料的断裂点是用同样的模型得到的,即这个最小点,超过这个最小点,骨料内部和骨料之间的附着力变低,以保证材料中骨料之间的长期内聚力。总而言之,该点对于Pr(=35.768%, =0.5262, =0.078, = 0.0005 262)和S=146 MPa(吸力值)具有显著性,定义为骨料黏聚性不明显的断裂点。该模型用数学方法解释了相对湿度和吸力对土材料空隙的影响。它还解释了在水分或吸力的作用下,土材料在微观结构水平上(骨料内空隙和骨料间空隙)发生的变形。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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