Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Kaveh Asgari"'
Publikováno v:
Underground Space, Vol 9, Iss , Pp 105-121 (2023)
Experimental and discrete element methods were used to investigate the failure behavior of room and pillar with different configurations under uniaxial loading. Concrete samples with dimension of 15 cm × 15 cm × 5 cm were prepared. Within the speci
Externí odkaz:
https://doaj.org/article/80f497c88db943629cc8ef521ae247ac
Publikováno v:
Energy Sources, Part A: Recovery, Utilization, and Environmental Effects. 45:1918-1936
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2e37f7ec5c84b9fccd5126d4a68fda6
https://doi.org/10.1080/15567036.2023.2179696
https://doi.org/10.1080/15567036.2023.2179696
Publikováno v:
Mineral Processing and Extractive Metallurgy Review. :1-31
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51b1ec6b3f7194b2ad861a24f96e16ac
https://doi.org/10.1080/08827508.2022.2121919
https://doi.org/10.1080/08827508.2022.2121919
Publikováno v:
Geotechnical and Geological Engineering. 40:2881-2896
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1952c38ff8f0b32b41322fb84236508
https://doi.org/10.1007/s10706-022-02073-1
https://doi.org/10.1007/s10706-022-02073-1
Publikováno v:
Geotechnical and Geological Engineering. 40:1765-1787
In this investigation, the failure behaviour of “H” shaped non-persistent cracks under uniaxial load has been examined using experimental tests and Particle Flow Cod (PFC). Dimensions of produced concrete sample was 18 cm × 18 cm × 5 cm. Inside
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81b07d8cbcdf79997f5114c57e6da6cf
https://doi.org/10.1007/s10706-021-01992-9
https://doi.org/10.1007/s10706-021-01992-9
Publikováno v:
Geomechanics and Geophysics for Geo-Energy and Geo-Resources. 8
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba20cdccde31366b07e469b721008934
https://doi.org/10.1007/s40948-022-00473-4
https://doi.org/10.1007/s40948-022-00473-4
Publikováno v:
Physicochemical Problems of Mineral Processing. 57:105-119
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37f59c3e68523bafeceb766cb2e7d9f3
https://doi.org/10.37190/ppmp/132956
https://doi.org/10.37190/ppmp/132956
Publikováno v:
Physicochemical Problems of Mineral Processing.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7f459c6794b9cc30f7cb5d0ee36b334
https://doi.org/10.37190/ppmp/147841
https://doi.org/10.37190/ppmp/147841
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1bda695495f6cc4967611299fd9e947
https://doi.org/10.2139/ssrn.4092275
https://doi.org/10.2139/ssrn.4092275
Publikováno v:
Periodica Polytechnica Civil Engineering.
In this investigation the effect of interaction between aqueduct and tunnel on the ground settlement has been examined using PFC3D. At first, the calibration of PFC3D was conducted based on UCS test results rendered from three different ground layer.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a49174ab6dc7ee37da84dfb2b035f4a
https://doi.org/10.3311/ppci.18796
https://doi.org/10.3311/ppci.18796