Zobrazeno 1 - 10
of 53
pro vyhledávání: '"Jun-Gao Zhu"'
Publikováno v:
Buildings, Vol 13, Iss 4, p 1059 (2023)
The coefficient of earth pressure at rest, K0, is a significant mechanical parameter, and the investigation of the K0 of coarse-grained soil has important theoretical significance and applicational value in geotechnical engineering. However, there ar
Externí odkaz:
https://doaj.org/article/584af4bdf2474c2085f77973036a8e49
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
To investigate the scale effect on at-rest earth pressure coefficient K0 for sandy gravel, a number of K0 tests for sandy gravel were performed by using a new-developed large-size K0 apparatus. The test samples with different maximum particle size dM
Externí odkaz:
https://doaj.org/article/eae0b46bbf774c2abca3c414380e0892
Publikováno v:
International Journal of Multiphysics, Vol 1, Iss 2 (2016)
The condition in which hydraulic fracturing in core of earth-rock fill dam maybe induced, the mechanism by which the reason of hydraulic fracturing canbe explained, and the failure criterion by which the occurrence of hydraulicfracturing can be deter
Externí odkaz:
https://doaj.org/article/39aee7883f124797a06fe3463cf4c083
Publikováno v:
Water Science and Engineering, Vol 4, Iss 3, Pp 305-316 (2011)
Due to the complexity of soil-structure interaction, simple constitutive models typically used for interface elements in general computer programs cannot satisfy the requirements of discontinuous deformation analysis of structures that contain differ
Externí odkaz:
https://doaj.org/article/4ef41769058a4f2ebeffdc8812088834
Publikováno v:
Soil Mechanics and Foundation Engineering. 58:367-373
A constant head permeability test of the coarse-grained soil of an earth-rockfill dam was carried out and the gradation of the tested soil was determined based on the continuous gradation equation. Based on the test results, an empirical formula of p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::facca6d1f3e77b227ac66a2d07987c9b
https://doi.org/10.1007/s11204-021-09753-9
https://doi.org/10.1007/s11204-021-09753-9
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Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:1181-1192
Dry density is known to be one of the primary factors affecting the behavior of granular materials. This study investigates dry density effects on shear behavior and particle breakage for rockfill materials. To achieve this, we conducted large-scale
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98c747df1841de26b12691e60803cc2a
https://doi.org/10.1007/s10064-020-01971-z
https://doi.org/10.1007/s10064-020-01971-z
Publikováno v:
Journal of Central South University. 27:911-919
Gradation equation is one way to describe the gradation of coarse-grained soil conveniently, exactly and quantitatively. With the gradation equation, the influence of gradation on the mechanical behaviors of coarse-grained soil can be expressed quant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb60e169183fd64bff652b97657a448e
https://doi.org/10.1007/s11771-020-4340-z
https://doi.org/10.1007/s11771-020-4340-z
Publikováno v:
KSCE Journal of Civil Engineering. 24:356-364
The optimal gradation for coarse-grained soil used in earth-rockfill dams is an essential design index when determining the compactability of coarse-grained soil. With the optimal gradation, coarse-grained soil can be rolled to the maximum of dry den
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff7f126d93b6ad585529cbd6cafe4e7e
https://doi.org/10.1007/s12205-020-1936-7
https://doi.org/10.1007/s12205-020-1936-7
Publikováno v:
Granular Matter. 24
The energy consumption of particle breakage is added to the Cambridge energy balance equation so that the energy balance equation for coarse-grained soil is obtained. To reasonably measure the energy consumption of particle breakage, a function of fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e1ae32d7141d49f9eb017605a8ed9886
https://doi.org/10.1007/s10035-021-01147-w
https://doi.org/10.1007/s10035-021-01147-w