Results 81 to 90 of about 493,205 (255)
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 +2 more
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Effective Width Rule in the Analysis of Footing on Reinforced Sand Slope
Studia Geotechnica et Mechanica, 2019 This paper presents the results obtained from an experimental programme and numerical investigations conducted on model tests of strip footing resting on reinforced and unreinforced sand slopes.
Abdi Abdelmadjid +3 more
doaj +1 more source
Derivation of Bearing Capacity Equation for a Two Layered System of Weak Clay Layer Overlaid by Dense Sand Layer [PDF]
, 2005 Calculation of the ultimate bearing capacity of shallow footing on a two layered system of soil depends on the pattern of the failure surface that develops below the footing.
Al-Karni, Awad A. +1 more
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The load bearing capacity of railway masonry arch bridges [PDF]
, 2018 This paper deals with the way of calculating the load-bearing capacity of masonry arch railway bridges. It reviews the basic aspects of structural behaviour of these bridges, such as material non-linearity of masonry and interaction with the soil ...
Drahorád, Michal, Vokál, Marek
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Features of geotechnical testing of square section piles in seasonally frozen soils
Smart Construction and Sustainable CitiesThis study compares the bearing capacity results of piles obtained through static and dynamic load tests, using different safety factors. The Static Load Test (SLT) based on GOST standards indicated a bearing capacity of 1400 kN.
Askar Zhussupbekov +2 more
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BuildingsThe ultimate bearing capacity of foundations near slopes is a widely discussed and researched topic in the field of geotechnics. Using the plane strain strength equation of the limit equilibrium and limit analysis methods, we established a new model for ...
Mulang Ye, Hua Tang
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FEA of SFRC three ribbed wall panel / Azrul Md Din [PDF]
, 2014 This finite element study was carried out to investigate the steel fibre reinforced concrete with three (3) ribbed wall (SFRC-3RW) panel containing reinforced wire mesh (BRC) subjected to axial and eccentric loading also its load bearing response ...
Md Din, Azrul
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Load carrying capacity of skirted foundation on sand [PDF]
, 2013 Skirted foundations are considered to be a viable foundation for a variety of offshore applications. Skirted foundations are used widely offshore, either as a single foundation system for gravity based structures or as discrete foundation units at the ...
Tripathy , Sungyani
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Journal of Civil Engineering and Management, 2014 A major concern in design of structures is to provide precise estimations of ultimate bearing capacity of soil beneath their foundations. Direct determination of the bearing capacity of foundations requires performing expensive and time consuming ...
Ehsan Sadrossadat +4 more
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Ultimate Bearing Capacity of Ribbed Strip Footing Under Vertical and Inclined Loads
Tikrit 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
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