Results 151 to 160 of about 235,469 (330)

Significance of Determination Methods on Shear Modulus Measurements of Fujian Sand in Cyclic Triaxial Testing [PDF]

, 2022
Dongsong Song, Hongshuai Liu, Qiangqiang Sun   +2 more
openalex   +1 more source

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

In Situ and Laboratory Testing of Boom Clay at Shallow Depths in Belgium

Geotechnics
The shear strength and compression properties of stiff Boom clay from Belgium at a depth of about 16.5 to 28 m were investigated by means of cone penetration and laboratory testing.
Maria Konstadinou, Etienne A. Alderlieste, Cor Zwanenburg, Cihan Cengiz, Anderson Peccin da Silva, Charlotte J. W. van Verseveld   +5 more
doaj   +1 more source

Research on mechanical performance of crushed stones by large-scale triaxial shear tests

, 2020
Jingshuang Li
openalex   +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

Experimental Determination Of Shear Strength Properties Of Lightweight Expanded Clay Aggregates Using Direct Shear And Triaxial Tests

, 2018
Mahsa Shafaei Bajestani, Mahmoud Yazdani, Aliakbar Golshani   +2 more
openalex   +2 more sources

Performance evaluation of wheels for lunar vehicles [PDF]

Performance evaluation of wheels for lunar ...
Freitag, D. R., Green, A. J., Melzer, K. J.   +2 more
core   +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

Study on the shear and deformation characteristics of geogrid-reinforced gravelly soils based on large-scale triaxial tests [PDF]

Jie Liu, Jiadong Pan, Bin Wang, Changtao Hu, Qinli Liu   +4 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