Results 31 to 40 of about 102,844 (192)

Controlling stress state of a hoisting shaft frame in the context of specific freezing process [PDF]

open access: yes, 2018
Purpose is to obtain regularities of a stress state of such multilayer system as neighbourhood rock mass – frozen soil – hoisting shaft frame in the process of numerical analysis to control a frame state with the selection of efficient parameters ...
Alkhdour, A   +4 more
core   +1 more source

Effect of pore-size distribution on the collapse behaviour of anthropogenic sandy soil deposits

open access: yesE3S Web of Conferences, 2016
In the former open-pit mines of the Lusatian region in Germany, several liquefaction events have occurred during the recent years in the anthropogenic deposits made of very loose sandy soils.
Baille Wiebke   +2 more
doaj   +1 more source

Influence of Maximum Particle Diameter on the Mechanical Behavior of Soil‐Rock Mixtures [PDF]

open access: yesAdvances in Civil Engineering, 2020
With the steady development of the development of the western region in China, the construction of mountain highways has developed rapidly, and the soil‐rock mixed filler, as an excellent filler, is widely used in the subgrade filling of mountain highways.
Zhuoling He, Junyun Zhang, Tao Sun
openaire   +2 more sources

Use of Rock Mass Rating (RMR) values for support designs of tunnels excavated in soft rocks without squeezing problem [PDF]

open access: yes, 2019
Effect of the rock material strength on the RMR value and tunnel support designs were investigated within this study including site works, analytical and numerical analyses.
Demir, Serhat, Komurlu, Eren
core   +1 more source

Detection and Evaluation Technologies for Using Existing Salt Caverns to Build Energy Storage

open access: yesEnergies, 2022
Underground salt caverns are widely used in large-scale energy storage, such as natural gas, compressed air, oil, and hydrogen. In order to quickly build large-scale natural gas reserves, an unusual building method was established.
Yuanxi Liu   +6 more
doaj   +1 more source

Differences in the permeability assessment of the fractured reservoir rocks using the conventional and the rough discrete fracture network modeling

open access: yesJournal of Petroleum Exploration and Production Technology, 2023
Permeability assessment of naturally fractured rocks and fractured rocks after fracturing is critical to the development of oil and gas resources. In this paper, based on the discrete fracture network (DFN) modeling method, the conventional discrete ...
Di Shi   +7 more
doaj   +1 more source

Expansion mechanisms in sulphated rocks and soils

open access: yes, 2023
Geological formations containing sulphates are commonly associated with the development of severe expansions when they are involved in tunnel excavation. The intensity of the observed expansive behaviour in these materials is greater than in other expansive soils and rocks free of sulphates.
openaire   +4 more sources

Stress dependent thermal pressurization of a fluid-saturated rock [PDF]

open access: yes, 2009
Temperature increase in saturated porous materials under undrained conditions leads to thermal pressurization of the pore fluid due to the discrepancy between the thermal expansion coefficients of the pore fluid and of the solid matrix.
AEZ Wissa   +29 more
core   +5 more sources

Investigation of Lateral Stress Relief on theStability of PHI = 0 DEG Slopes Using Laboratory, Fracture Mechanics, and Finite Element Method Approaches [PDF]

open access: yes, 2011
Total stress analyses of purely cohesive cut slopes utilize the undrained shear strength for slope stability analyses. These slopes can have an in-situ lateral earth pressure that is greater than the vertical pressure.
Kutschke, Walter
core  

Bayesian Analysis of the Impact of Rainfall Data Product on Simulated Slope Failure for North Carolina Locations [PDF]

open access: yes, 2019
In the past decades, many different approaches have been developed in the literature to quantify the load-carrying capacity and geotechnical stability (or the factor of safety, Fs) of variably saturated hillslopes.
Baum, Rex   +7 more
core   +2 more sources

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