Results 31 to 40 of about 39,454 (347)

A Simple Model for Vertical Dynamic Interactions among a Group of Strip Footings Rested on Homogeneous Half-Space

open access: yesShock and Vibration, 2018
A simple model for vertical dynamic interactions among a group of strip footings rested on half-space is presented in this paper. An analytical method is presented to obtain the contact pressures and the impedance matrix for a group of surface strip ...
Jue Wang, Ding Zhou
doaj   +1 more source

Application of discontinuity layout optimization to plane plasticity problems [PDF]

open access: yes, 2007
A new and potentially widely applicable numerical analysis procedure for continuum mechanics problems is described. The procedure is used here to determine the critical layout of discontinuities and associated upper-bound limit load for plane plasticity ...
Chen W.F, Dorn W.S, Lysmer J, Martin C.M
core   +1 more source

EFFECT OF REINFORCEMENT DENSITY ON THE BEHAVIOUR OF REINFORCED SAND UNDER A SQUARE FOOTING [PDF]

open access: yesKirkuk Journal of Science, 2017
In this study, the behaviour of reinforced sand under a square footing has been investigated. A series of bearing capacity tests were performed on a small-scale laboratory model, filled with a poorly-graded homogenous bed of sand, which was placed in a ...
Dhiaadin Bahaadin Noori Zangana
doaj   +1 more source

Nonlinear analysis of earthquake fault rupture interaction with historic masonry buildings [PDF]

open access: yes, 2015
The response of historic masonry buildings to tectonic ground displacements is studied through analysis of a simple yet representative soil-foundation-masonry wall system.
D Loukidis   +17 more
core   +4 more sources

Reliability-based analysis and design of strip foundations against bearing capacity failure [PDF]

open access: yes, 2008
International audienceThis paper presents a reliability-based approach for the analysis and design of a shallow strip footing subjected to a vertical load with or without pseudostatic seismic loading.
Low, Bak Kong   +2 more
core   +4 more sources

Ultimate Bearing Capacity of Ribbed Strip Footing Under Vertical and Inclined Loads

open access: yesTikrit Journal of Engineering Sciences, 2006
This paper investigates the ultimate bearing capacity of a strip footing stiffened with ribs connected to its lower surface.The effect of number and depth of ribs on the bearing capacity are investigated numerically using the finite element method ...
Jawdat K. Abass
doaj   +1 more source

Seismic Bearing Capacity of Strip Footings on Pile-Stabilized Slopes [PDF]

open access: yesCivil Engineering Infrastructures Journal, 2016
This paper develops an analytical method to calculate seismic bearing capacity of a strip footing, which is located on a slope reinforced with rows of pile.
Maryam Haghbin, Mahmoud Ghazavi
doaj   +1 more source

Experimental and Numerical Investigation of an Eccentrically Loaded Strip Footing on Reinforced Sand Slope

open access: yesElectronic Journal of Structural Engineering, 2018
An experimental program and numerical computations were performed to investigate the slope effect on the bearing capacity of an eccentrically loaded strip footing. Two cases were considered: unreinforced sand slope and reinforced slope by geogrid. Tests
A. Abdi   +3 more
doaj   +1 more source

Investigation on the behavior of two-tiered MSE walls as bridge abutments [PDF]

open access: yesمهندسی عمران شریف
Mechanically stabilized earth (MSE) walls are commonly used as bridge abutments to support bridge deck loads. In this type of abutment, the use of a tiered configuration can play a prominent role in reducing induced horizontal stress, reducing lateral ...
M. Yazdandoust   +1 more
doaj   +1 more source

Evaluation of Bearing Capacity of Strip Footing Using Random Layers Concept

open access: yesStudia Geotechnica et Mechanica, 2015
The paper deals with evaluation of bearing capacity of strip foundation on random purely cohesive soil. The approach proposed combines random field theory in the form of random layers with classical limit analysis and Monte Carlo simulation.
Kawa Marek, Łydżba Dariusz
doaj   +1 more source

Home - About - Disclaimer - Privacy