Improving bearing capacity of weak soils: A review

S. Saleh
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Abstract

Article history Received: 20 May 2021 Accepted: 26 May 2021 Published Online: 10 June 2021 Weak soils, such as soft clay and loose sand, have a poor bearing capacity, making them incapable of bearing the load of superstructures that will be imposed on them. As a result, engineers must have a solution to the issue of poor bearing capacity in weak soils before embanking into building on them. This paper reviewed the use of stone columns, piled rafts, and geogrids for improving the bearing capability of weak soils. Important findings from recent research are also discussed. From the review of the previous researcher’s findings, it was found that modelling approaches such as physical modelling (full scale, centrifuge, laboratory scale) and numerical modelling are used to study bearing capacity improvement.
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提高软弱土承载力的研究进展
文章历史收稿日期:2021年5月20日接受日期:2021年5月26日在线发布日期:2021年6月10日弱土,如软粘土和松散的沙子,具有较差的承载能力,使其无法承受将施加在其上的上部结构的荷载。因此,工程师们必须在软弱的土壤上进行建设之前,找到解决承载力差问题的办法。本文综述了石柱、桩筏和土工格栅在提高软弱土承载力方面的应用。本文还讨论了近期研究的重要发现。通过对前人研究成果的回顾,发现采用物理建模(全尺寸、离心机、实验室尺寸)和数值模拟等建模方法研究承载力提高。
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来源期刊
CiteScore
3.80
自引率
0.00%
发文量
19
期刊介绍: The International Journal of Construction Education and Research is a respected international refereed journal that publishes original works that address cutting edge issues related to construction around the globe. The Journal supports the mission of the Associated Schools of Construction (ASC), a professional association comprised of about 100 universities and colleges. The ASC encourages the sharing of ideas and knowledge and promotes excellence in curricula, teaching, research and service relating to the construction industry.
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