Results 231 to 240 of about 67,956 (344)

Impact compression test and dynamic triaxial unified strength criterion for concrete under freeze-thaw cycle action. [PDF]

Sci Rep
Liang W, Li Y, Guo X, Si J, Li L, Ding K, Tian Y.   +6 more
europepmc   +1 more source

ANALYSIS OF UNSATURATED CYCLIC TRIAXIAL TEST BY USE OF SOIL WATER CHARACTERISTIC CURVE AND CONSTITUTIVE MODEL OF SOIL SKEOLETON CONSIDERING EFFECT OF VOID CHANGE

, 2016
Takaki MATSUMARU, Ryosuke Uzuoka
openalex   +2 more sources

Bearing Capacity of Tension Steel Piles in Thinly Inter‐Layered Soils: Numerical Class‐A Prediction vs. Field Measurements

International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 3, Page 1430-1450, 25 February 2026.
ABSTRACT This study investigates the bearing capacity of tension piles and pile‐soil interaction during loading. Discrepancies between predicted and measured bearing capacities in previous tests motivated the study, where analytical methods showed considerable scatter and uncertainties in design.
Diaa Alkateeb, Jürgen Grabe
wiley   +1 more source

Practical sparse data-driven constitutive modeling via transfer learning in physics-encoded neural networks. [PDF]

Sci Rep
Wang Z, Cudmani R.
europepmc   +1 more source

The Impact of Soil Anisotropy on Surface Settlements Induced by Tunnelling: A Revealing Parametric Study and Nomogram Development to Improve Modelling Practice

International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 2, Page 1218-1228, 10 February 2026.
ABSTRACT Natural soils often exhibit clearly anisotropic mechanical properties, yet this characteristic is frequently overlooked in numerical models due to the practical challenges of determining anisotropic parameters. As a result, the influence of anisotropy remains difficult to anticipate, and engineers have limited tools to incorporate it into ...
Abdelilah Errahali, Emmanuel Bourgeois, Thibault Badinier, Alain Le Kouby   +3 more
wiley   +1 more source

Hydro-mechanical damage modeling of water-bearing sandstone using an energy dissipation approach under triaxial stress. [PDF]

Sci Rep
Liu Z, Du B, Zhu H, Jiang Y, Wang T, Chen W, Zhao Y, Wang Y.   +7 more
europepmc   +1 more source

Bayesian Neural Network Prediction and Uncertainty Analysis of Bio‐Cemented Soil Strength

International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 3, Page 1349-1366, 25 February 2026.
ABSTRACT Microbially induced carbonate precipitation (MICP) has emerged as a promising ground improvement technique, with MICP‐treated soils exhibiting substantial enhancements in strength. However, experimental results revealed significant variability in strength outcomes of MICP‐treated soils, even under identical treatment conditions and soil ...
Aoxi Zhang, Liang Wang, Wengang Zhang, Chaofa Zhao, Pan Zhang   +4 more
wiley   +1 more source

Evolution of mechanical properties and acoustic emission characteristics of granite with normal stress under true triaxial shear test. [PDF]

Sci Rep
Guo J, Feng Z, Zhang B, Li X, Shen Y, Liu J, Yan Z, Wang H.   +7 more
europepmc   +1 more source

Update to the Leps Strength Envelopes for Rockfill Based on 900 Large-Scale Triaxial Tests [PDF]

Scott D. Cylwik, Marco Arrieta, John Cunning, P. M. Hawley   +3 more
openalex   +1 more source

Stress and Rock Failure Near Salt Bodies: Insights From Field Observations, Kinematic Modeling, and Mechanical Analysis Near Arches National Park, Paradox Basin, Utah

Journal of Geophysical Research: Solid Earth, Volume 131, Issue 2, February 2026.
Abstract Salt's inherent weakness and capacity for ductile deformation create significant mechanical contrasts that locally perturb the stress field in surrounding rocks, often leading to deviations from regional tectonic stresses. Variations in local stress are a critical factor for wellbore stability, seal integrity, and fluid flow in subsurface ...
Lauren J. Reeher, Seth Busetti, Amanda N. Hughes, George H. Davis   +3 more
wiley   +1 more source