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Evaluation of Geotechnical Properties of Clayey Soils in Different Areas of Karachi (Pakistan) City

机译:卡拉奇(巴基斯坦)不同地区黏土的岩土特性评估

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As a result of an increase in urbanization of Karachi, construction of small, medium and huge civil structures are also increasing and need due considerations of the geotechnical properties of rocks and soils to be used as foundation materials. The samples of clayey soils, which are being used as foundation materials for the construction of civil structures, have been collected from different towns of Karachi and investigated for the evaluation of their geotechnical characteristics. The main geotechnical properties of clayey soils like Natural Moisture Content, Bulk Density, Bearing Capacity Consistency Limits, Unconfined Compressive Strength, Shear Strength, Activity and Swelling Potential were determined and evaluated according to ASTM standards. In general the clayey soils of low to medium plasticity, low Unconfined Compressive and Shear Strengths, Inactive and low Swelling Potential were reported from the selected towns of Karachi city. In the light of present findings it is concluded that the clayey soils in different towns under study are suitable for the construction of small and medium civil structures.
机译:由于卡拉奇城市化进程的加快,小型,中型和大型土木结构的建设也在增加,需要适当考虑用作基础材料的岩石和土壤的岩土特性。从卡拉奇的不同城镇收集了用作土木结构基础材料的黏土样品,并对其进行了评估,以评估其岩土特性。根据ASTM标准确定并评估了黏性土壤的主要岩土特性,例如自然湿度,堆积密度,承载力一致性极限,无侧限抗压强度,抗剪强度,活性和膨胀潜能。通常,从卡拉奇市选定的城镇报告了低至中塑性,低无侧限抗压强度和抗剪强度,无活性和低膨胀势的黏土。根据目前的发现,可以得出结论,正在研究的不同城镇的黏土适合于中小型土木建筑。

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