Results 11 to 20 of about 102,844 (192)

Análisis de la capacidad de soporte sísmica de fundaciones superficiales [PDF]

open access: yes, 2014
Indexación: Web of Science; Scielo.In the context of engineering practice, the problem of the seismic bearing capacity of shallow foundations has been solved indirectly, either due an increase of the static allowable soil pressures related to the ...
Paillao V., Danilo   +1 more
core   +2 more sources

Root distribution in willow brush mattresses: Experimental framework and preliminary findings [PDF]

open access: yesE3S Web of Conferences
Willow brush mattresses are widely used for riverbank stabilization, but research on root distribu- tion in soils of varying conditions remains limited following their establishment.
Li Shanshan   +4 more
doaj   +1 more source

How solid–liquid adsorption affects the liquid–vapor interface in pores

open access: yesVadose Zone Journal, 2022
The augmented Young–Laplace (AYL) equation has been widely used to describe the liquid–vapor interfaces affected by capillarity and adsorption, particularly in nanoporous or clay minerals where strong adsorptive interaction prevails.
Junwen Zhou, Changfu Wei, Yi Dong
doaj   +1 more source

Formation Mechanism and Mechanical Properties of Soil‐Rock Mixture Containing Macropore [PDF]

open access: yesAdvances in Civil Engineering, 2018
In southwestern China, soil‐rock mixture containing macropore (SRMCM) is very common in large‐scale accumulation slopes. The formation mechanism and mechanical parameters of SRMCM play an important role in slope stability. In this paper, we designed a new physical model test to study the formation mechanism of SRMCM.
Feng Zhu   +4 more
openaire   +2 more sources

Studies of new nonadhesive anchoring [PDF]

open access: yes, 2018
Purpose is to develop anchoring with nonadhesive high-strength roof bolting in terms of large pre-destructive deformations and its testing under laboratory conditions. Methods.
Kurdiumow, D   +3 more
core   +1 more source

Nonlinear criteria and the influence of the average principal stress on rocks destruction [PDF]

open access: yes, 2018
Purpose. Consider possible series methods of Mohr-Coulomb nonlinear criterion that takes into account stresses in the plane of fracture. Investigate the influence of the average principal stress on rocks destruction when cylinder modeling under axial and
Olovyannyy, A
core   +1 more source

On the Acquisition of High-Quality Digital Images and Extraction of Effective Color Information for Soil Water Content Testing

open access: yesSensors, 2022
Soil water content (SWC) is a critical indicator for engineering construction, crop production, and the hydrologic cycle. The rapid and accurate assessment of SWC is of great importance.
Guanshi Liu   +4 more
doaj   +1 more source

A FIC-based stabilized mixed finite element method with equal order interpolation for solid–pore fluid interaction problems [PDF]

open access: yes, 2017
This is the peer reviewed version of the following article: [de-Pouplana, I., and Oñate, E. (2017) A FIC-based stabilized mixed finite element method with equal order interpolation for solid–pore fluid interaction problems. Int. J. Numer. Anal.
Oñate Ibáñez de Navarra, Eugenio   +1 more
core   +2 more sources

Numerical Method for the Deformation Calculation of the Shallow Buried Tunnel Caused by the Excavation of Overlying Soil Based on Soil Rebounding Characteristics

open access: yesFrontiers in Earth Science, 2022
In view of strict deformation control standards, it is important to calculate the shallow tunnel deformation caused by the unloading of overburdened soil for analyzing tunnel structure safety.
Jian Li   +7 more
doaj   +1 more source

Experimental Study on Mesoscopic Shear Behavior of Calcareous Sand Material with Digital Imaging Approach

open access: yesAdvances in Civil Engineering, 2020
The study of the mesostructure of soil under loading is the basis for understanding its macromechanical properties and for establishing its constitutive model.
Jianhua Shen   +5 more
doaj   +1 more source

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