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    The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007:;page 04024122-1
    Author(s): Gholamhosein Tavakoli Mehrjardi; Masoud Hosseini
    Publisher: American Society of Civil Engineers
    Abstract: Disregarding the partial drainage of saturated clay foundations during staged construction of a building would underestimate the calculated short-term bearing capacity of foundations, resulting in imposing an extra burden ...
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    Numerical Modeling of Buried Steel Pipe Subjected to Impact Load 

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 004:;page 04021048-1
    Author(s): Gholamhosein Tavakoli Mehrjardi; Mahmoud Karimi
    Publisher: ASCE
    Abstract: Rockfall is an extremely rapid process involving long travel distances, so the vulnerability of buildings and infrastructure is quite likely. This paper aims to simulate the response of steel buried pipe subjected to impact ...
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    Large-Scale Experimental Study of the Response of Steel Buried Pipe Subjected to Rockfall Impacts 

    Source: Journal of Pipeline Systems Engineering and Practice:;2024:;Volume ( 015 ):;issue: 002:;page 04024011-1
    Author(s): Gholamhosein Tavakoli Mehrjardi; Masoud Kavandi; Farough Amini; Mohammadjavad Tajlil Tabrizi; Seyyed Mohammadjalal Mirrahimi
    Publisher: ASCE
    Abstract: Protecting pipelines from impact load due to rockfall in mountainous regions is a challenging problem. Many researchers have studied rockfall characteristics and impact loading, however, there is still a lack of large-scale ...
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