Verification of strength resistance of sandy soil using small scale penetrometer tests

Q3 Earth and Planetary Sciences

Scientific Review Engineering and Environmental Sciences Pub Date : 2021-07-05 DOI:10.22630/PNIKS.2021.30.2.26

Hiba Saleem, Asad H. Aldefae, Wissam H. Humaish

引用次数: 1

Abstract

This study focuses on utilizing cone penetrometer models to determine strength (resistance) of sandy soil and also assessment how the relative density and the angle of friction effects on the measured cone penetration resistance in sandy soil. Simple empirical equations are used also to determine the cone penetration resistance components such as the sleeve resistance and the tip resistance. Simple comparison is performed between the measured and calculated soil strength and well agreement is noticed between them.

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用小尺度贯入试验验证沙土的强度抗力

本研究的重点是利用锥贯器模型来确定砂土的强度(阻力)，并评估相对密度和摩擦角对砂土中测量的锥贯器阻力的影响。用简单的经验方程确定了锥套阻力和锥尖阻力等锥突阻力分量。对实测土强度与计算土强度进行了简单比较，两者吻合较好。

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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来源期刊

Scientific Review Engineering and Environmental Sciences Earth and Planetary Sciences-Earth-Surface Processes

CiteScore

1.50

自引率

0.00%

发文量

审稿时长

26 weeks

期刊介绍： Scientific Review Engineering and Environmental Sciences [Przegląd Naukowy Inżynieria i Kształtowanie Środowiska] covers broad area of knowledge and practice on fields such as: sustainable development, landscaping of non-urbanized lands, environmental engineering, construction projects engineering land management, protection and land reclamation, environmental impact of investments, ecology, hydrology and water management, ground-water monitoring and restoration, geotechnical engineering, meteorology and connecting subjects. Authors are welcome to submit theoretical and practice-oriented papers containing detailed case studies within above mentioned disciplines. However, theoretical papers should contain part with practical application of the theory presented. Papers (in Polish or English languages) are accepted for publication after obtaining positive opinions of two reviewers. Papers published elsewhere are not accepted.