Results 151 to 160 of about 116,061 (328)
Numerical and analytical investigation of compressional wave propagation in saturated soils
In geotechnical earthquake engineering, wave propagation plays a fundamental role in engineering applications related to the dynamic response of geotechnical structures and to site response analysis.
Han, B, Kontoe, S, Zdravkovic, L
core +1 more source
ABSTRACT The purpose of the present paper is to investigate the effects of the torsional wave propagation and the soil‐earthquake parameter uncertainties on the seismic bearing capacity of shallow foundations in anisotropic non‐homogeneous media.
Faiçal Bendriss+2 more
wiley +1 more source
A Constitutive Model Allowing for Particle Size‐Shape Coevolution
ABSTRACT This paper presents a constitutive model developed within the Continuum Breakage Mechanics (CBM) framework. The proposed model explicitly accounts for particle shape evolution during the compression of crushable granular materials. Most importantly, the proposed formulation includes a novel expression of the dissipation function that enables a
Divyanshu Lal, Giuseppe Buscarnera
wiley +1 more source
Recent Advances and Future Challenges for Artificial Neural Systems in Geotechnical Engineering Applications [PDF]
Mohamed A. Shahin+2 more
openalex +1 more source
Neohypoplasticity for Sand Coupled With the Generalized Intergranular Strain Concept
ABSTRACT This work presents the coupling of the recently revisited advanced hypoplastic constitutive sand model called neohypoplasticity (NHP) with the more recently introduced concept of the generalized intergranular strain (GIS) to account for soil behavior due to small strains. The latter is essential for the simulation of cyclic deformations.
Luis Mugele+2 more
wiley +1 more source
Review of Application and Innovation of Geotextiles in Geotechnical Engineering. [PDF]
Wu H+6 more
europepmc +1 more source
Prediction of the Behaviour of Monopiles Under Drained Two‐Way Cyclic Lateral Loading in Sand
ABSTRACT The monopile is considered as one of the preferred geotechnical foundations for the offshore wind energy converter; therefore, its cyclic behaviour is one of the major concerns in the design. In the current design approaches, the prediction of two‐way cyclic behaviour mainly depends on empirical equations, in which the specific site conditions
Shuhan Cao+2 more
wiley +1 more source
This paper reviews particle packing models and explores their application in geotechnical engineering, specifically for sand-silt mixtures. The review covers key models, including limiting case, linear, and non-linear packing models, focusing on their ...
Ching S. Chang, Jason Chao
doaj +1 more source