Results 251 to 260 of about 317,336 (296)

Calibration of settlement analysis models for single piles and pile groups

2014
The design of a geotechnical work should satisfy both the ultimate limit state (ULS) and serviceability limit state (SLS) requirements. The limit state design approach addresses various performance requirements and aims to accommodate uncertainties in design. Presently, most limit state design codes use reliability principles for ultimate limit states.
openaire   +2 more sources

Behaviors of Inclined Single Piles and Pile Groups Subjected to Vertical and Horizontal Loads Based on Physical Model Tests in Sand

KSCE Journal of Civil Engineering, 2023
Kritsanaphong Chaikla, Suriyah Thongmunee, Peerapong Jitsangiam   +2 more
exaly  

Single Pile Foundation

2022
openaire   +1 more source

Influence of wick pile of jute cloth on distillate yield of double-basin single-slope solar still: Theoretical and experimental study

Solar Energy, 2020
Kalpesh V Modi
exaly  

Experimental and theoretical study on dynamic stiffness of floating single pile and pile groups in multi-layered soil

Soil Dynamics and Earthquake Engineering, 2022
Xiaolin Cao, Weiming Gong, Wei Wu
exaly  

Centrifuge modeling of single pile-shallow foundation interaction in reverse fault

Soil Dynamics and Earthquake Engineering, 2021
Chaofan Yao, Jiro Takemura, Junchen Zhang   +2 more
exaly  

Model tests of single pile vertical cyclic loading in calcareous sand

Marine Georesources and Geotechnology, 2021
Shuai Wang, Xuewen Lei, QingShan Meng
exaly  

Simplified non-linear approaches for response of a single pile and pile groups considering progressive deformation of pile–soil system

Soils and Foundations, 2016
Shan-Wei Liu, Shi-Min Zhang
exaly  

single pile

2014
openaire   +1 more source

Performance of single-slope double-basin solar stills with small pile of wick materials

Applied Thermal Engineering, 2019
Kalpesh V Modi
exaly