Results 11 to 20 of about 39,454 (347)

Evaluation of RAP Engineering Characteristics in Layered Soil [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2022
The current investigation used 16 model tests with two alternative foundation shapes, one strip and the other square, for a total of eight model tests for each foundation type. A model test was conducted only on natural soils to evaluate the two types of
Maki Al-Waily, Maysa Al-Qaisi
doaj   +1 more source

The Behavior of Strip Footing Resting on Soil Strengthened with Geogrid

open access: yesCivil and Environmental Engineering, 2021
The soil in Iraq has a low load carrying or bearing capacity and high deflections or settlement because of the applied loads. The use of strip footing as a foundation to support different kinds of heavy structures has become necessary nowadays through ...
Al-Jeznawi Duaa, Al-Azzawi Adel A.
doaj   +1 more source

Bearing capacity of skirted footing subjected to inclined loading

open access: yesMagazine of Civil Engineering, 2022
Skirted foundations are popular nowadays due to relatively higher bearing capacity and greater stability than strip footing. Foundations are generally subjected to inclined loading in the field.
SHUKLA RAJESH PRASAD
doaj   +1 more source

Numerical Modeling of the Ultimate Bearing Capacity of Strip Footings on Reinforced Sand Layer Overlying Clay with Voids

open access: yesInfrastructures, 2022
The presence of underground voids within a failure zone usually results in a reduction in the bearing capacity of footings. This paper presents results for the ultimate bearing capacity ratio, qu/γB, of a strip footing on top of a sand layer overlying a ...
Walid Chaabani   +2 more
doaj   +1 more source

Experimental Study on the Effect of Eccentric Loads on the Bearing Capacity of Strip Footing Located on the Inclined Multi-Layer Soil Mass with a Weak Soil Layer [PDF]

open access: yesAUT Journal of Modeling and Simulation, 2023
Engineers often face challenges when designing foundations that are located over and near the slopes. By using a new small-scale laboratory model, the Effect of eccentric loading on the bearing capacity of a strip footing located on the inclined multi ...
Majid Kianpour   +3 more
doaj   +1 more source

THE ANALYSIS BEHAVIOUR OF ARCHED STRIP FOUNDATIONS

open access: yesDiyala Journal of Engineering Sciences, 2016
The construction of bearing walls structures does not necessarily require for using plane strip reinforce concrete footings. These structures can construct by using present simple arched plain and reinforced concrete strip footings on silty clay and ...
Mohammed Ahmed Elaiwi Al- Hamdani
doaj   +1 more source

Application of Particle Image Velocimetry in the Analysis of Scale Effects in Granular Soil [PDF]

open access: yes, 2017
The available studies in the literature which dealt with the scale effects of strip footings on different sand packing systematically still remain scarce.
Antony, SJ, Jahanger, ZK
core   +1 more source

Effect of footing roughness on ultimate bearing capacity of rigid strip footing on sandy soil slope

open access: yesTạp chí Khoa học và Công nghệ, 2023
This study investigates the ultimate bearing capacity of a rigid strip footing on a sandy slope using the Rigid Plastic Finite Element Method (RPFEM). To accurately represent a wide range of frictional conditions at the footing roughness, a new interface
Pham Ngoc Quang, Pham Ngoc Vinh
doaj   +1 more source

Bearing Capacity of Eccentrically Loaded Strip Footing Near The Edge of Cohesive Slope

open access: yesTikrit Journal of Engineering Sciences, 2007
The finite element method is used to investigate the behavior of a strip footing constructed near the edge of a sloping cohesive ground. The effects of variation in footing closeness, loading eccentricity and slope angle are studied also.
Haider S. Al-Jubair, Jawdat K. Abbas
doaj   +1 more source

Bearing capacity of strip footing on top of slope: Numerical parametric study

open access: yesAin Shams Engineering Journal, 2023
A parametric study is conducted using the finite element method to investigate the bearing capacity and the associated failure mechanisms of strip footings on top of slope with cohesionless soil.
Magdi El-Emam   +3 more
doaj   +1 more source

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