Results 41 to 50 of about 1,628,342 (332)

Shear Friction Characteristics and Modification Factor of Concrete Prepared Using Expanded Bottom Ash and Dredged Soil Granules

open access: yesInternational Journal of Concrete Structures and Materials, 2019
The objective of this study is to assess the shear friction characteristics of lightweight aggregate concrete (LWAC) prepared using artificially expanded bottom ash and dredged soil granules.
Keun-Hyeok Yang, Kyung-Ho Lee
doaj   +1 more source

Three-Dimensional Combined Finite-Discrete Element Modeling of Shear Fracture Process in Direct Shearing of Rough Concrete–Rock Joints

open access: yesApplied Sciences, 2020
A three-dimensional combined finite-discrete element element method (FDEM), parallelized by a general-purpose graphic-processing-unit (GPGPU), was applied to identify the fracture process of rough concrete–rock joints under direct shearing.
Gyeongjo Min   +7 more
doaj   +1 more source

Method of calculating shear strength of rock mass joint surface considering cyclic shear degradation

open access: yesScientific Reports, 2022
When a rock mass shears along a joint surface, the shear resistance is affected by joint surface undulations and friction between the contact regions.
Shan Dong   +4 more
doaj   +1 more source

Shear behavior of bedding fault material on the basal layer of DGB landslide

open access: yesScientific Reports, 2023
Daguangbao (DGB) Landslide (12 × 108 m3) is the largest landslide triggered by the 2008 Ms8.0 Wenchuan Earthquake, in which basal shear failure develops on an interlayer fault at 400 m deep under the ground.
Yufei Liang   +5 more
doaj   +1 more source

Influencing Factors of Interfacial Behavior between Geogrid and Coal Gangue

open access: yesAdvances in Civil Engineering, 2022
Coal gangue is a type of solid waste that is generated in the process of coal mining and washing. This concept can be effectively used in reinforced engineering fillings.
Xiangxi Fan   +5 more
doaj   +1 more source

Experimental Investigation of the Lubricant Effect of Thixotropic Slurry on Pipe–Soil Interfacial Friction Characteristics

open access: yesBuildings
Based on the technical issues encountered during underground pipe jacking construction in the Jining area, a series of ring shear tests were conducted on silty clay below the groundwater level to investigate the interfacial friction characteristics under
Zhiqiang Wang   +3 more
doaj   +1 more source

Dependence of Interface Shear Strength of Sand on Surface Roughness and Particle Size

open access: yesApplied Sciences
The evaluation of the interfacial shear strength between sand and steel materials plays a fundamental role in the design of geotechnical foundations and structures.
Yingjian Hou, Longtan Shao, Xiaoxia Guo
doaj   +1 more source

Experimental Study on Interface Frictional Characteristics between Sand and Steel Pipe Jacking

open access: yesApplied Sciences, 2023
In order to study the variation law of shear frictional characteristics of the steel pipe jacking and sand interface under different working conditions, the shear stress–strain curve between five different particle sizes of sand and steel pipe jacking ...
Zhe Mei   +4 more
doaj   +1 more source

Calculating shear friction using an effective coefficient of friction [PDF]

open access: yesPCI Journal, 2008
This paper examines the current formulas used for the calculation of the effective coefficient of friction μ e in PCI Design Handbook: Precast and Prestressed Concrete. It is not a commentary on the underlying methodology, but an examination of the original test data compared with these equations.
openaire   +1 more source

SKIN FRICTION BETWEEN UNDISTURBED OVER CONSOLIDATED SILTY CLAY SOILS AND CONCRETE

open access: yesJournal of Engineering
Up to date, in many foundation design problems (especially for piles foundation), the shear strength (skin friction) between soil and construction materials of the foundation was usually estimated or correlated without any direct methods for measurement.
Azad Abbas Ahmed   +1 more
doaj   +1 more source

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