Results 231 to 240 of about 453,181 (292)

Comparison of Bioaugmentation and Semipermeable Cover as Strategies for Micro-Pollutant Removal in Sewage Sludge Composting. [PDF]

Toxics
Angeles-de Paz G, Díaz-Moreno MÁ, Trujillo-Reyes Á, Postigo C, Aranda E, Calvo C, Robledo-Mahón T.   +6 more
europepmc   +1 more source

Seismic Response and Fragility Analysis of a Single-Pylon Cable-Stayed Bridge Considering the Construction Process. [PDF]

Materials (Basel)
Tang X, Mao P, Liu G, Xu H, Zhang H, Zhang Y, Liu X, Liu Z.   +7 more
europepmc   +1 more source

Numerical simulation analysis of pile-soil interaction under earthquake action. [PDF]

PLoS One
Wang Y, Huang Z, Hu R, Bai L, Zheng J, Chen Y, Bai X.   +6 more
europepmc   +1 more source

Mechanism of Rapid Curing Pile Formation on Shoal Foundation and Its Bearing Characteristic. [PDF]

Materials (Basel)
Li W, Liu F, Tan Y, Chen M, Cai Y, Qian J.   +5 more
europepmc   +1 more source

Performance of Pile Cap Foundation with Respect to Cap Rigidity

openaire   +1 more source

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Analysis of the Pile-to-Cap Connection of Pile Caps on Two Steel Piles – An Experimental and Numerical Study

Engineering Structures, 2022
Abstract The objective of this research was to study the mechanical behavior of pile caps on two steel piles submitted to centered loading with different arrangements of the connection between pile and pile cap, as well as evaluate analytical models found in the technical literature. A numerical analysis of a pile cap on two steel piles was performed
Rodrigo Gustavo Delalibera
exaly   +2 more sources

CFD Investigation of the Cap Effects on Wave Loads on Piles for the Pile-Cap Foundation

Ocean Engineering, 2019
Abstract The cap effects on the wave forces acting on the piles underneath the cap are important for the estimation of the wave loads on the elevated pile-cap foundations of sea-crossing bridges. Full scale 3-dimensional numerical simulations are carried out for large square caps with piles placed at different locations underneath.
Wanli Yang
exaly   +2 more sources

Pile‐Cap‐Pile‐Group Interaction in Nonhomogeneous Soil

Journal of Geotechnical Engineering, 1991
A numerical method of analysis is presented to study the behavior of vertically loaded pile groups embedded in a nonhomogencous soil with the pile caps in contact with the ground. The considered soil profiles consist of soil with Young's moduli increasing linearly with depth.
Y K Chow
exaly   +2 more sources

Simulated Seismic Load Tests on Prestressed Concrete Piles and Pile-Pile Cap Connections

PCI Journal, 1990
The results of tests conducted in New Zealand on prestressed concrete piles and pile-pile cap connections subjected to simulated seismic loading are summarized. The piles were of prestressed pretensioned concrete with a 400 mm (15.7 in.) octagonal cross section and contained spiral reinforcement. The pile caps were of reinforced concrete.
Joen, Pam Hoat, Park, Robert
openaire   +3 more sources