Results 241 to 250 of about 92,611 (307)

Dispensing Volumetric Additive Manufacturing

Advanced Functional Materials, EarlyView.
Dispensing volumetric additive manufacturing (DVAM) prints 3D structures inside a photocurable resin droplet suspended from the tip of a glass pipette, enabling sequential printing without resin vats or manual part removal. Real‐time droplet profiling and ray‐tracing‐based correction compensate for optical distortion at the curved resin‐air interface ...
Hongryung Jeon, Yunsoo Lee, Seobin Park, Kyung‐Hwan Kim, Junyoung Seo, Im Doo Jung   +5 more
wiley   +1 more source

Numerical investigation of laterally loaded pile groups at the crest of slopes. [PDF]

Sci Rep
Gui MW, Alebachew AA.
europepmc   +1 more source

Formulation of Transfer Curves for Reversal Loadings Based on Soil-Concrete Interface Tests and Flat Dilatometer Soundings. [PDF]

Materials (Basel)
Mikina K, Konkol J.
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

Analysis of horizontal dynamic response of single pile under vertical load-Rayleigh wave combined action. [PDF]

PLoS One
Zhao S, Zhang X, Yan H, Ma R, Meng F, Wang Z.   +5 more
europepmc   +1 more source

Study on an interpretable prediction model for pile bearing capacity based on SHAP and BP neural networks. [PDF]

Sci Rep
Li S, Hai M, Zhang Q, Zhou B, Wang M, Zhao Z.   +5 more
europepmc   +1 more source

Numerical investigation of steel-casing opening design for penetration through riprap in a macro-tidal estuarine mudflat. [PDF]

Sci Rep
Qin Z, Zhao W, Wang H, Xu E, Lin Z, Shen P, Hu J, Ji L, Yang X, Wang K, Tian Y.   +10 more
europepmc   +1 more source

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Ultimate Pile Capacity for Eccentric Inclined Load

Journal of Geotechcnical Engineering, 1983
The ultimate bearing capacity of rigid piles and pile groups in sand has been determined under various combinations of eccentricity and inclination of the load varying from the vertical to horizontal directions. The results of load tests on single model piles and free‐standing groups are compared with theoretical estimates.
George G. Meyerhof, A. Sahap Yalcin, Surendra K. Mathur   +2 more
exaly   +3 more sources

Insight into pile set-up and load carrying capacity of driven piles

International Journal of Geotechnical Engineering, 2013
AbstractPile set-up and pile relaxation refer to the time dependent increase and decrease in the load carrying capacity of driven piles respectively. These two phenomena are governed mainly by the dissipation of excess pore pressure. In the case of pile set-up, the initially induced positive pore pressure within the soil mass becomes almost zero after ...
Vishwas A Sawant, Sanjay Kumar Shukla, Nagaratnam Sivakugan   +2 more
exaly   +3 more sources

Load-Bearing Capacity of Piles

Géotechnique, 1963
Synopsis The Paper presents an approach to the prediction of the bearing capacity of piles in advance of piling operations by the use of static cone penetration tests. The study was carried out on cast-in-situ driven concrete piles. The distribution of skin friction and point resistance at various loads was determined during the tests by measuring ...
Dinesh Mohan, G. S. Jain, Virendra Kumar
openaire   +1 more source