Results 121 to 130 of about 12,995 (225)

Testing the Strength of Buried Surface Hoar Weak Layers Under Combined Compression and Shear Loading

open access: yesGeophysical Research Letters, Volume 53, Issue 7, 16 April 2026.
Abstract We experimentally determined the multiaxial strength of weak layers of buried surface hoar using displacement‐controlled tests under combined normal and shear loading on a custom testing machine. We tested 63 samples from three different weak layers, with strengths ranging from 1 to 10 kPa with considerable scattering. While shear strength was
Jakob Schöttner   +7 more
wiley   +1 more source

Towards A Unified Model For The Dynamics Of Planets [PDF]

open access: yes, 2005
The way a planet deforms in response to thermal or gravitational driving forces, depends on the material properties of its constituents. The Earth's behaviour is unique in that its outermost layer consists of a small number of continuously moving plates.
Davies, Matt   +3 more
core  

Calibration of the Modified Mohr–Coulomb Failure Criterion and Its Application in the Study of Collision Response of Ship Hull Plate Frame Structures

open access: yesJournal of Marine Science and Engineering
Within the lifecycle of a ship’s hull structure, damage due to collisions has been a focal point of research for researchers both domestically and internationally.
Shiye Liu   +5 more
doaj   +1 more source

Experimental study on the influence of different bedding dip angles on mechanical properties of coal

open access: yesMeikuang Anquan
In order to study the influence of bedding on the mechanical properties and permeability of coal samples, a triaxial gas seepage device and acoustic emission monitoring system developed by self-developed were used to conduct triaxial compression tests on
Yuying ZHANG   +4 more
doaj   +1 more source

Linear and nonlinear interactions between the earth tide and a tectonically stressed earth [PDF]

open access: yes
In the vincinity of earthquake focal regions, conditions may not be equal. Crustal rocks stressed to more than approximately 0.6 of their failure strength exhibit material properties over and above that of linear elasticity.
Beaumont, C.
core   +1 more source

Calibration of the Numerical Model of a Dynamic Replacement Column Formed Under Laboratory Conditions

open access: yesArchitecture, Civil Engineering, Environment
During dynamic replacement, the contractor has no direct control over the length of the column and its diameter. Therefore, field trial tests performed at the beginning of the work site are extremely important.
KWIECIEŃ Sławomir   +3 more
doaj   +1 more source

Three-dimensional Stability Analysis of Slurry Trench Based on Mohr-Coulomb Nonlinear Failure Criterion

open access: yesKSCE Journal of Civil Engineering, 2022
Fu Huang   +4 more
openaire   +1 more source

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