Results 241 to 250 of about 43,340 (299)

Synergistic Effects of Temperature and Cooling Rate on Lamellar Microstructure Evolution and Mechanical Performance in Ti-44.9Al-4.1Nb-1.0Mo-0.1B-0.05Y-0.05Si Alloy. [PDF]

Materials (Basel)
Tan F, Li Y, Cui J, Liu N, Naseem K, Zhu Z, Tian S.   +6 more
europepmc   +1 more source

Effect of periodic vibration-isolation piles on soil vibration in deep-buried tunnels of suburban railways. [PDF]

Sci Prog
Cao S, Li D, Yin J, Xu Q, Qian D, Chen C, Wang H, Zhang L, Shi X, Wang F.   +9 more
europepmc   +1 more source

Effect of column and pile configuration and dimension on shear performance of reinforced concrete pile caps. [PDF]

Sci Rep
Fayed S, Badawi M, Basha A, Ghalla M, Iskander Y, Yehia SA.   +5 more
europepmc   +1 more source

Influence of simulated traffic on foundation pit deformation via machine vision technology. [PDF]

Sci Rep
Wu X, Sun MM, Xie ZY, Chen SQ, Zhang ZY, Fan XL, Qian HM.   +6 more
europepmc   +1 more source

Advanced Manufacturing-Driven Multiscale Nanostructured Metals: A Review. [PDF]

Nano Lett
Bai X, Hua D, Lu J.
europepmc   +1 more source

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Pile Spacing Effects on Lateral Pile Group Behavior: Analysis

Journal of Geotechnical and Geoenvironmental Engineering, 2006
Using the results from three full-scale lateral pile group load tests in stiff clay with spacing ranging from 3.3 to 5.65, computer analyses were performed to back-calculate p multipliers.
Kyle M. Rollins, Kimball G. Olsen, Derek H. Jensen, Brian H. Garrett, Ryan J. Olsen, Jeffery J. Egbert   +5 more
openaire   +1 more source

Pile Spacing Effects on Lateral Pile Group Behavior: Load Tests

Journal of Geotechnical and Geoenvironmental Engineering, 2006
To investigate group interaction effects as a function of pile spacing, full-scale cyclic lateral load tests were performed on pile groups in stiff clay spaced at 3.3, 4.4, and 5.65 pile diameters in the direction of loading with as many as five rows of piles. Group interaction effects decreased considerably as pile spacing increased from 3.3 to 5.65D .
Kyle M. Rollins, Ryan J. Olsen, Jeffery J. Egbert, Derek H. Jensen, Kimball G. Olsen, Brian H. Garrett   +5 more
openaire   +1 more source

Dislocation Pile-Up in Half-Space

Journal of Applied Physics, 1969
If an obstacle exists in the vicinity of the free surface of a half-space and a stress field is applied in such a manner that dislocations are pushed towards the obstacle, an array of dislocations then piles up into an equilibrium distribution against the obstacle. The distributions of dislocations are obtained by the Wiener-Hopf technique for the edge
J. G. Kuang, T. Mura
openaire   +1 more source

Two- and three-dimensional analyses of the effect of pile spacing in piled-raft foundations

Acta geotechnica slovenica, 2019
One of the important factors that have to be considered in the design of piled-raft foundations is the selection of the spacing between the piles. In this study, a piled-raft foundation having different pile-spacing configurations and resting on clayey soil was modeled using PLAXIS numerical packages based on the 2D and 3D finite-element methods.
Sivrikaya, Osman, Yazici, Gurkan A.
openaire   +2 more sources

Analysis on Infulence of Pile Spacing Acting on Bearing Capacity of Pile and Soil under Pile Cap Together

Advanced Materials Research, 2011
In this paper, the caculating model of pile foundation accounting for bearing capacity of soil under pile cap is established. The influnces of pile spacing on load-sharing ratio, settlement and pile top force has been analyed. The result shows that load-share ratio of soil under pile cap and the settlement of pile foundation increase with the pile ...
Gui Hua Yang, Huai Qi Li
openaire   +1 more source