الباحثون

Mohammed Yousuf Al-Aghbari

· ORCID 0000-0003-0216-4407

المنشورات 4

مقال بحثي وصول مفتوح

Experimental Investigation on the Hydraulic Conductivity Variation in Coastal and Inland Sabkha Soils in Kuwait under Continuous Leaching

FAHAD A. AL-OTAIBI, Yahia E.-A. Mohamedzein, Mohammed Yousuf Al-Aghbari · المجلة العُمانية للبحوث الهندسية · 2026 · 10.53540/1726-6742.1325

The existence of high salt content in sabkha soils is highly affecting their geotechnical properties and leaching behaviour. In the current study, the variation of the hydraulic conductivity of two types of sabkha soils in Kuwait, namely coastal and inland sabkha, was experimentally investigated. For this purpose, leac …

مقال بحثي وصول مفتوح

Settlement of Shallow Circular Foundations with Structural Skirts Resting on Sand

Mohammed Yousuf Al-Aghbari · المجلة العُمانية للبحوث الهندسية · 2007 · 10.24200/tjer.vol4iss1pp11-16

This paper presents the findings of an experimental study concerning a method of reducing the settlement of shallow circular foundations on sand. It involves the use of structural skirts fixed to the edges of foundations. The experiments were performed in a large tank setting and the footing was instrumented in order t …

مقال بحثي وصول مفتوح

Geological and Engineering Classification Systems of Mudrocks

Amer Ali Al-Rawas, Tariq Cheema, Mohammed Yousuf Al-Aghbari · مجلة جامعة السلطان قابوس للعلوم · 2000 · 10.24200/squjs.vol5iss0pp137-155

Mudrocks are a diverse group of very fine-grained argillaceous sedimentary rocks that are frequently encountered in most types of engineering projects. Upon excavation, the release of overburden stress and changes in the moisture content may cause certain apparently well indurated mudrocks to slake, producing a soil-li …

مقال بحثي وصول مفتوح

Towards Solutions of Seepage Problems

Amer Ali Al-Rawas, Mohammed Yousuf Al-Aghbari, Nagaratnam Sivakugan وآخرون · مجلة جامعة السلطان قابوس للعلوم · 1997 · 10.24200/squjs.vol2iss0pp17-27

Flow rates are traditionally used for solving seepage problems in soils. In this paper, the method of fragments is presented as a good alternative for solving seepage problems. A user friendly and interactive computer program for the method of fragments has been developed. Several randomly selected problems are solved …

المؤلفون المشاركون