Abstract

The stabilization of the earth material in the fields related to the earthen construction, in compliance with the standards in force, allows strong results of strength and durability. The chemical and mineralogical elements play an important role, in the presence of an 'optimum' cement dosage, to strengthen the ties between the clays and the grains of the earth.. This approach targets the search for better performances in the use of natural materials resource in an eco-responsible habitat. This study presents the experimental results of the four techniques of mineralogical and chemical analysis on mortar specimens obtained from earth of the city of Fez. The results of the uni-axial compressive tests of the cylindrical specimens for this earth, associated by various percentages 0%, 4%, 7% and 10% by weight of cement, make it possible to analyze the effect of the mineralogical and chemical elements on the mechanical properties, namely Young's modulus, compressive strength and limiting deformation. However, we determine the water absorption coefficient of the mortar for different cement dosages in order to optimize the durability of the mortar against bad weather, rain and / or very wet climates. In the earth mortar of Fez, the strong presence of calcite (CaCO3), quartz SiO2 and dolomite CaMg (CO3)2 amplifies the improvement of the behavior of the material by the addition of cement. In fact, this strong presence of calcite stabilized the clay by cementing quartz and the cement matrix to strengthen the ties between the grains of the earth. In addition, with respect to the capillary rise, the water absorption decreases with the addition of cement. We also note that the evolution of the mechanical properties is of no importance except in the interval [4 to 7%] which represents the zone of effect for cement stabilization and which houses the optimum technicoeconomic cement dosing.

Highlights

  • Local materials used in construction and civil engineering for the construction of habitats in southern countries represent low environmental and economic costs

  • The percentage, the gain evolution of the compressive strength is irregular: When passing from 0 to 4% of cement dosage it is of the order of 10%, when one passes from 4 to 7% it of the order of 219% and when one passes from 7 to 10% it is of the order of 243%

  • The evolution of the resistance in compression is irregular: when one passes from 0 to 4% of cement dosage it is of the order of 16%, when one passes from 4 to 7% it of the order of 192% and when it goes from 7 to 10% it is of the order of 222%

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Summary

Introduction

Local materials used in construction and civil engineering for the construction of habitats in southern countries represent low environmental and economic costs. The determination of their physicochemical characteristics as well as their control are essential tasks for the good functioning, durability at each stage of the realization of a structure. To reinforce these characteristics, the stabilization of the soil by adjuvants is applied in a systematic manner. This study determines the area interval of the technico-economic optimum (OTE) [4, 20]

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