Results 161 to 170 of about 8,535 (215)

An EPR model for predicting the bearing capacity of single and double-strip foundations near earth slope crests. [PDF]

PLoS One
Ismael KS, Sulaiman RM.
europepmc   +1 more source

A numerical study of site effect and dynamic response of staged excavation supported by soil nail walls. [PDF]

Sci Rep
Maleki M, Mohammadnezhad H, Mir Mohammad Hosseini SM.   +2 more
europepmc   +1 more source

Classification of artificial intelligence tools for civil engineering under the notion of complex fuzzy rough Frank aggregation operators. [PDF]

Sci Rep
Emam W, Ahmmad J, Mahmood T, Ur Rehman U, Yin S.   +4 more
europepmc   +1 more source

Performance assessment of compression ground anchors in urban deep excavations through numerical and field investigations. [PDF]

Sci Rep
Akbas M, Demirci G, Ozdemir BB, Iyisan R.   +3 more
europepmc   +1 more source

Data-driven 1D design model for monotonic lateral loading of monopile foundations. [PDF]

MethodsX
Kamas I, Suryasentana SK, Burd HJ, Byrne BW.   +3 more
europepmc   +1 more source

Effects of the artificial solidified crust on ground settlement during full scaffold construction in a coastal region. [PDF]

Sci Rep
Shang K, Chen L, Zhu Y, Xie C, Li B, Chen XA.   +5 more
europepmc   +1 more source

Progressive failure mechanisms and dynamic load redistribution in asymmetric excavation with partial bracing collapse. [PDF]

Sci Rep
Chong J, Su F, Wei H, Zheng X, Liu F.
europepmc   +1 more source

ANALYSIS OF DIAPHRAGM WALL USING PLAXIS 2D/OPENSEES.PY

International Research Journal of Modernization in Engineering Technology & Science
openaire   +1 more source

Comparison of structural elements response in PLAXIS 3D and SAP2000

, 2014
In this paper the response of a number of structural models subjected to different loading conditions is analysed with the codes PLAXIS 3D and SAP2000. The goal of such a comparison is the assessment of the structural elements performance in PLAXIS 3D as compared to that obtained by the well-known SAP2000, a widely used code for structural analysis. An
GRAGNANO, CARMINE GERARDO, FARGNOLI, VALENTINA, BOLDINI, DANIELA, Amorosi A.   +3 more
core   +5 more sources

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Parametric Study of Stone Column Using PLAXIS 2D

Lecture Notes in Civil Engineering, 2022
Shruti Roy, A. K. Sinha
exaly   +2 more sources