Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Chenxi MIAO"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-20 (2024)
Abstract Combing macroscopic experimental method and mesoscopic numerical method, this study analyses the strain-softening behaviours of granite and sandstone. From the macroscopic perspective, the stress–strain curves of granite and sandstone unde
Externí odkaz:
https://doaj.org/article/cd13bd8cdce6410e8d0ed3ecd17a7746
Publikováno v:
Taiyuan Ligong Daxue xuebao, Vol 55, Iss 2, Pp 331-337 (2024)
Purposes This study focues on the resistivity characteristics and mechanism of solidified loess mixed with CaO-modified red mud. Methods The resistivity of the samples with different CaO and red mud contents and curing ages was tested. In addition, X
Externí odkaz:
https://doaj.org/article/df7959dc9b1b4178a8cd743088180f1d
Publikováno v:
Frontiers in Earth Science, Vol 12 (2024)
Shored mechanically stabilized earth (SMSE) walls have been increasingly applied in the projects of widening existing roads or new construction of roads on slopes because of their good carbon emission reduction and mechanical performance. In this pap
Externí odkaz:
https://doaj.org/article/479d0b0a82644226a83d7728b3ef85ca
Publikováno v:
Taiyuan Ligong Daxue xuebao, Vol 53, Iss 6, Pp 1101-1107 (2022)
The differential settlement between abutment and bridge approach embankment can be reduced by replacing a certain thickness of the bridge approach embankment with EPS geofoam, but the design approach of this technique is not yet comprehensive. In lig
Externí odkaz:
https://doaj.org/article/45e4434e83b04f81af9edfd55a36c7b3
Publikováno v:
Applied Sciences, Vol 11, Iss 23, p 11387 (2021)
This paper presents an experimental study on the anisotropic shear strength behavior of soil–geogrid interfaces. A new type of interface shear test device was developed, and a series of soil–geogrid interface shear tests were conducted for three
Externí odkaz:
https://doaj.org/article/cbc733063c2a46ffb2eee4c19a38e160
Publikováno v:
Applied Sciences, Vol 11, Iss 19, p 8814 (2021)
As a new technique, a fixed geogrid in a geogrid-reinforced and pile-supported (GRPS) embankments has been used to reduce the total and differential settlement. To investigate the load transfer mechanism of the fixed geogrid technique of a GRPS emban
Externí odkaz:
https://doaj.org/article/8768ffe4d8b24e1fbd73c6b2bbaec8a6
Publikováno v:
Sustainability; Volume 14; Issue 17; Pages: 10542
To study the stability characteristics of a rock slope with a weak interlayer, a test of the anchor frame slope was designed in this paper. The analysis model was established with FLAC3D, and the development law of safety factor, deformation, axial a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f1459aa0ac51266f5692bb5665c8be49
Publikováno v:
Computers and Geotechnics. 156:105302
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0df95ce05438e74d9ae327989023615a
https://doi.org/10.1016/j.compgeo.2023.105302
https://doi.org/10.1016/j.compgeo.2023.105302
Publikováno v:
International Journal of Geomechanics. 20
A combined retaining structure (CRS) that consists of numerous piles, a concrete platform, and a gravity retaining wall was built to support a high embankment constructed on a steep slope....
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d6b4b38d0a0c2b2d44bab6f18151ad3
https://doi.org/10.1061/(asce)gm.1943-5622.0001644
https://doi.org/10.1061/(asce)gm.1943-5622.0001644
Publikováno v:
International Journal of Geomechanics. 20
Rock faces prevent adequate calculation of the active earth pressure of retaining wall near rock faces via the Coulomb and Rankine theories. The research is based on differential slice met...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8d65aa5fad1630a061cb0fb020fcf86
https://doi.org/10.1061/(asce)gm.1943-5622.0001675
https://doi.org/10.1061/(asce)gm.1943-5622.0001675