Results 21 to 30 of about 158,501 (299)
The thickness, reinforcement, and concrete strength grade of railway caps in China are generally determined according to the force, yet the method for calculating the force is unclear.
Hongmeng Huang, Lu Cui, Wei Lu
doaj +1 more source
In this research, two shake table experiments were conducted to study the effects of non-liquefiable crust layer and superstructure mass on the responses of two sets of 2 × 2 pile groups to liquefaction-induced lateral spreading.
S. Mohsen Haeri +4 more
doaj +1 more source
Behavior of pile caps on one steel pile
This paper reports the numerical analysis of several pile caps supported on one steel pile The variables studied were the column contact area the pile embedment into the cap and the presence of a bearing steel plate welded at the pile head The numerical analysis was based out from a three dimensional model set by the finite element method ...
Rodrigo Gustavo Delalibera +4 more
openaire +1 more source
G-Functions for multiple interacting pile heat exchangers [PDF]
Pile heat exchangers – where heat transfer pipes are cast into the building piled foundations – offer an opportunity to use ground energy systems without the additional construction costs related to the provision of special purpose heat exchangers ...
Loveridge, F.A. +3 more
core +1 more source
Behavior and analysis of pile caps with poor anchorage details
Pile caps are structural elements used to transmit loads from structural columns into pile groups. A pile cap is generally constructed of reinforced concrete and contains only minimal flexural reinforcing steel. Using modern design methods, the anchorage
Sorentino, Anthony William
core +6 more sources
Study on mechanical behavior of steel fiber reinforced high strength concrete five-pile caps
Nine steel fiber reinforced high strength concrete (SFRHSC) five-pile caps with the plane dimensions of 800 mm × 800 mm and the overall thickness of 200mm∼400 mm were subjected to static load test and were analyzed combined with finite element analysis ...
Jie Lei +5 more
doaj +1 more source
Lateral Response of 2 x 2 Pile Group Embedded in Cohesive Soil Near Slope
This work studies the response of a 2 x 2 pile group near a slope subjected to lateral load. Three-dimensional, non-linear finite element analysis is carried out. The entire code is developed in FORTRAN 90.
Avinash Navale +2 more
doaj +1 more source
Seismic soil pile interaction:experimental evidence [PDF]
The comprehension of the real behaviour of pile foundations under earthquake loading is very important, since it can significantly affect the performance of the superstructure.
Moccia, Flaviana
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Analysis of the influence of column reinforcement anchorage length in a concrete two-pile cap
This paper describes the parametric analysis applied to assess the influence of column anchorage-reinforcement length on concrete two-pile caps under uniform compression. The non-linear numerical analysis was conducted with the bi-dimensional elements of
R. P. RANDI +3 more
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The transition between the columns of building and foundation had been used the pile-cap structural elements. The most appropriate method for the pile caps design is the Strut and Tie model.
F. S. MUNHOZ, J.S. GIONGO
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