Results 81 to 90 of about 8,815 (206)

Performance of shallow anchor in ice-rich silt [PDF]

, 2014
Thesis (M.S.) University of Alaska Fairbanks, 2014Shallow anchor systems have been widely used for decades due to their time and cost efficiency. Yet when it comes to cold regions like Alaska, new challenges caused by the harsh environment need to be ...
Lin, Chuang, 林闯
core  

Pengaruh Bentuk Dan Rasio Kelangsingan Pada Tiang Pancang Yang Dibebani Lateral [PDF]

, 2015
Tiang pancang adalah salah satu jenis pondasi dalam (deep foundation). Pondasi tiang pancang berfungsi untuk meneruskan beban-beban yang bekerja pada suatu struktur ke dalam tanah. Kedalaman pemancangan tiang bergantung pada besarnya beban kerja (working
Mulyadi, P. C. (Puppy), Nugraha, A. S. (Andrias)   +1 more
core  

Inverse analysis of the nonlinear response of laterally loaded pile [PDF]

, 2016
Zolota, Konstantina, Ζολώτα, Κωνσταντίνα   +1 more
core   +1 more source

First results of the lateral static load test on model piles

Studia Geotechnica et Mechanica
Laterally loaded pile foundations are more commonly employed in geotechnical engineering due to their widespread utilisation in contemporary construction projects, with examples including wind turbines.
Baca Michał, Rybak Jarosław
doaj   +1 more source

Strain Limits for Concrete Filled Steel Tubes in AASHTO Seismic Provisions [PDF]

, 2013
INE/AUTC 13 ...
King Brown, Nicole, Kowalsky, Mervyn, Nau, James   +2 more
core  

Dataset for centrifuge modelling of laterally monotonic loaded monopiles in saturated dense sand. [PDF]

Data Brief, 2022
Li ZS, Blanc M, Thorel L.
europepmc   +1 more source

Laterally Loaded Piles in Clay

, 1992
The ultimate lateral resistance of a pile element moved horizontally can be analyzed by the theory of plasticity. At a certain depth the movements around the pile are purely horizontal and upper bound solutions can be estimated theoretically under undrained circumstances.
Christensen, Helle, Niewald, Gitte
openaire   +1 more source

Evaluation of lateral capacity for flexible drilled shafts in cohesionless soils. [PDF]

Sci Prog, 2022
Chou SA, Chen YJ, Chiou JS, Topacio A, Marcos MC.   +4 more
europepmc   +1 more source

Numerical Analysis of Pile–Soil Interaction under Axial and Lateral Loads [PDF]

, 2014

core   +1 more source

A Trilinear Model for the Load-Slip Behavior of Headed Stud Shear Connectors. [PDF]

Materials (Basel), 2023
Meng H, Wang W, Xu R.
europepmc   +1 more source