Results 41 to 50 of about 422,403 (155)

Cone Penetration Based Probabilistic Assessment of Shallow Foundation Settlement [PDF]

Journal of Soft Computing in Civil Engineering, 2018
Probabilistic (Reliability or safety) analysis, as a measure of structural performance, was expressed in terms of reliability indices which were calculated for a total settlement of shallow foundations in a Site in Abuja, the Federal Capital of the ...
Salahudeen Bunyamin
doaj   +1 more source

Prediction of Ultimate Bearing Capacity of Shallow Foundations on Cohesionless Soils: A Gaussian Process Regression Approach

Applied Sciences, 2021
This study examines the potential of the soft computing technique—namely, Gaussian process regression (GPR), to predict the ultimate bearing capacity (UBC) of cohesionless soils beneath shallow foundations. The inputs of the model are width of footing (B)
Mahmood Ahmad, Feezan Ahmad, Piotr Wróblewski, Ramez A. Al-Mansob, Piotr Olczak, Paweł Kamiński, Muhammad Safdar, Partab Rai   +7 more
doaj   +1 more source

Bridge Bed Strengthening, Disaster Prevention due to Scouring [PDF]

Journal of Rehabilitation in Civil Engineering, 2020
One of the major factors in deliberating the depth of foundations in structures adjacent to the water flow is the scouring phenomenon; the scouring is a phenomenon caused by the interactions between water flow and erodible bed materials, which causes the
Majid Fadam Marfavi, Shamsa Basirat, Sadegh Sadeghi   +2 more
doaj   +1 more source

Foundation studies with physical modeling

Soils and Foundations
This contribution is part of a series of invited papers on “A Review of the Author’s Own Seminal Contributions”. The paper describes the author’s 45 years of research experiences with a focus on foundation studies with physical modeling.
Osamu Kusakabe
doaj   +1 more source

Assessment of the Bearing Capacity of Bridge Foundation on Rock Masses

Applied Sciences, 2021
This paper aims to study the bearing capacity of a shallow foundation on rock mass, considering the most usual bridge footing width and adopting a Hoek–Brown material.
Ana Alencar, Rubén Galindo, Claudio Olalla Marañón, Svetlana Melentijevic   +3 more
doaj   +1 more source

Pengaruh Bentuk dan Dimensi Tapak Pondasi terhadap Daya Dukung Pondasi Dangkal Akibat Beban Aksial pada Tanah Pasir [PDF]

, 2015
The load distribution of shallow foundation spread out along the width of the foundation. Ultimate bearing capacity is defined as the maximum load that can be supported by the footing. Some form of shallow foundation were square, rectangular and circular
Fatnanta, F. '. (Ferry), Nugroho, S. A. (S), Subrata, L. P. (Lingga)   +2 more
core  

Centrifuge modeling of rocking-isolated inelastic RC bridge piers [PDF]

, 2014
Experimental proof is provided of an unconventional seismic design concept, which is based on deliberately underdesigning shallow foundations to promote intense rocking oscillations and thereby to dramatically improve the seismic resilience of structures.
Al‐Defae AH, Anastasopoulos I, Deng L, Faccioli E, Figini R, Gajan S, Housner GW, Meek JW, Smyrou E, Yim SC   +9 more
core   +3 more sources

Centrifuge modeling on seismic response for soil-foundation-building systems supported by shallow foundations and deep basements

International Journal of Geo-Engineering
This paper evaluates the soil-foundation-structure interaction (SFSI) of structures supported by shallow foundations and deep basements using a dynamic centrifuge test at 60 g in dry sand. Two testing series were investigated including shallow foundation
Seong Jin Park, Sen Sven D. Falcon, Dong Van Nguyen, Yun Wook Choo, Dookie Kim   +4 more
doaj   +1 more source

METODE KESEIMBANGAN BATAS vs METODE ELEMEN HINGGA UNTUK ANALISIS PONDASI DANGKAL MENERUS PADA TANAH KOHESIF [PDF]

, 2008
The most common analysis methods on shallow foundation are Terzaghi, Meyerhof, and Vesic. All of them are based on limit equilibrium, when the foundation starting to failure by applying maximum load.
Purwana, Yusep Muslih, Pramugani, Ahsin, Setiawan, Wahyu   +2 more
core   +1 more source

The vertical capacity of grillage foundations [PDF]

, 2011
Grillage foundations may provide an economical alternative to offshore ‘mudmat' foundations for seabed infrastructure, owing to their improved hydrodynamic characteristics, which are important during installation.
Bransby, M.F., Brown, M.J., Hudacsek, P., Knappett, J.A.   +3 more
core   +3 more sources