Results 11 to 20 of about 145,546 (294)

Experimental investigation into the influence of zeolite addition on shallow foundations behavior placed on coastal sand of Mazandaran Sea [PDF]

open access: yesJournal of Structural and Construction Engineering, 2021
The shortcoming of loose sandy soils in terms of shear strength besides placement of a huge number of structures on them drive the critical requirement for exploring the shallow foundations treatment, their positioning and shapes.
Sina Salamatpoor   +2 more
doaj   +1 more source

Prediction of Seismic Bearing Capacity Considering Nonlinearity and Dilatancy by Sequential Quadratic Programming

open access: yesApplied Sciences, 2023
Most of the published literature regarding bearing capacity are often focused on linear and associative soils. Concerning the intrinsic strength nonlinearity in dilatancy soils, this study investigates the problem of the seismic bearing capacity in the ...
Hong Liao, De Zhou
doaj   +1 more source

The vertical capacity of grillage foundations [PDF]

open access: yes, 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.   +3 more
core   +3 more sources

Determination of ultimate bearing capacity of shallow foundations using LSSVM algorithm

open access: yesJournal of Civil Engineering and Management, 2019
Accurate determination of the ultimate bearing capacity (UBC) of shallow foundations is vital for the safety of structures and buildings. Due to the inherent spatial variability characteristics of soil properties, some new approaches are needed to ...
Xinhua Xue, Xin Chen
doaj   +1 more source

The Effect of Spatial Variability and Anisotropy of Soils on Bearing Capacity of Shallow Foundations [PDF]

open access: yesCivil Engineering Infrastructures Journal, 2014
Naturally occurred soil deposits inherit heterogeneity and anisotropy in their strength properties. The main purpose of this paper is to model the soil stratum with anisotropy consideration and spatially varying undrained shear strength by using random ...
Reza Jamshidi Chenari, Ali Mahigir
doaj   +1 more source

AceWiki: A Natural and Expressive Semantic Wiki [PDF]

open access: yes, 2008
We present AceWiki, a prototype of a new kind of semantic wiki using the controlled natural language Attempto Controlled English (ACE) for representing its content. ACE is a subset of English with a restricted grammar and a formal semantics.
Kuhn, Tobias
core   +2 more sources

Focusing on Soil Foundation Heterogeneity through High-resolution Tomography [PDF]

open access: yes, 2016
An historical building affected by differential settlements, which were triggered by an earthquake, is investigated by means of high-resolution tomography, both electrical and seismic.
Cercato, Michele, DE DONNO, Giorgio
core   +1 more source

Centrifuge testing to evaluate the liquefaction response of air-injected partially saturated soils beneath shallow foundations [PDF]

open access: yes, 2016
Earthquake-induced liquefaction of saturated soils continues to cause severe damage to structures with shallow foundations. In recent years, artificially reducing the degree of saturation and forming partially saturated zones within saturated soils has ...
Madabhushi, SPG, Zeybek, A
core   +1 more source

Geotechnical design with apparent seismic safety factors well-bellow 1 [PDF]

open access: yes, 2014
The paper demonstrates that whereas often in seismic geotechnical design it is not realistically feasible to design with ample factor of safety against failure as is done in static design, an "engineering" apparent seismic factor of safety less than 1 ...
Anastasopoulos   +27 more
core   +3 more sources

Elastic Settlement Analysis of Rigid Rectangular Footings on Sands and Clays

open access: yesGeosciences, 2020
In this paper an elastic settlement analysis method for rigid rectangular footings applicable to both clays and sands is proposed. The proposed method is based on the concept of equivalent shape, where any rectangular footing is suitably replaced by a ...
Lysandros Pantelidis, Elias Gravanis
doaj   +1 more source

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