Results 21 to 30 of about 493,205 (255)
Bearing Capacity of Pile Foundations Embedded in Clays and Sands Layer Predicted Using PDA Test and Static Load Test [PDF]
Static Load Test (SLT) is the realiable method to determine bearing capacity of pile foundations. However, SLT is relatively expensive and time consuming compared to Pile Driving Analyzer (PDA) test.
Budi, Gogot Setyo +2 more
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Performance of perforated FRP stub beams subject to static transverse actions [PDF]
This paper presents an experimental programme designed to investigate the failure mode and ultimate capacity of pultruded glass fibre reinforced polymer (GFRP) cellular profiles subject to transverse loading.
Gand, Alfred +2 more
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Study on ultimate bearing capacity of unconventional stepped deck in cruise ship
ObjectiveIn order to determine the strength of the special deck structure of a cruise ship, this study investigates the ultimate bearing capacity of an unconventional stepped deck used in the layout of the cruise theater.MethodsBased on the quasi-static ...
Yang YU +5 more
doaj +1 more source
The bearing capacity of footings on sand with a weak layer [PDF]
Minor details of the ground, such as thin weak layers, shear bands and slickensided surfaces, can substantially affect the behaviour of soil–footing and other geotechnical systems, despite their seeming insignificance.
Muscolino SR, Valore C, Ziccarelli M
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Finite element method is used to investigate the ultimate bearing capacity of rectangular footing resting on cohesive soil near slope. The effect of footing aspect ratio (L/B), distance ratio (b/B), and slope angle (β) on the bearing capacity are ...
Jawdat K. Abbas, Ayad S. Sabbar
doaj +1 more source
Theoretical and actual bearing capacity of driven piles using model piles in sand [PDF]
In general, increasing of penetration rate may result in an increased of pile capacity. Occasionally, there were differences between theoretical and actual bearing capacity of the piles. Rate of penetration of pile influenced the pile bearing capacity.
Mangi, Sajjad Ali +4 more
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In order to study the elastic–plastic stress field distribution of a double-row-pipe frozen wall, the temperature field of the double-row-pipe frozen wall is equivalent to a trapezoidal distribution, and the frozen wall is regarded as an elastic–plastic ...
Yangyong Wu, Hao Shi, Wei Long, Xin Shi
doaj +1 more source
Slip-line Solution to Ultimate Bearing Capacity of Shallow Strip Footings
[Introduction] Based on the limit equilibrium theory, an accurate approach is proposed to solve the ultimate bearing capacity of shallow strip footings under general conditions.
PENG Mingxiang
doaj +1 more source
To investigate the bearing capacity of the hollow Glass Fiber Reinforced Polymer (GFRP) pipe-concrete-steel tube composite long columns subjected to eccentrical compression load, 33 hollow GFRP pipe-concrete-steel tube composite long columns have been ...
Jing Ji +9 more
doaj +1 more source
Numerical and computational analyses surrounding the behavior of the bearing capacity of soils near or adjacent to slopes have been of great importance in earthwork constructions around the globe due to its unique nature.
A. Ebid, K. Onyelowe, E. E. Arinze
semanticscholar +1 more source

