Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Junbo Qiu"'
Publikováno v:
Frontiers in Earth Science, Vol 11 (2023)
Mine geological disaster is a complex non-linear system. The traditional prediction model has the disadvantages of low prediction accuracy and poor reliability. In order to solve this problem, the open-pit mine slope displacement is taken as the rese
Externí odkaz:
https://doaj.org/article/0d6bfa70060f41f3b7aaab6808a77fe5
Publikováno v:
Mathematics, Vol 10, Iss 19, p 3490 (2022)
Uniaxial compressive strength (UCS) is a critical parameter in the disaster prevention of engineering projects, requiring a large budget and a long time to estimate in different rocks or the early stage of a project. If predicted accurately, the UCS
Externí odkaz:
https://doaj.org/article/ecee1bf91a9744cfbc1c34e0abd28f56
Publikováno v:
Arabian Journal for Science and Engineering. 47:4421-4435
The numerical simulation software is always used to predict the foundation’s response under the function of soil liquefaction, in which the built-in dynamic constitutive model is the key to ensuring the effectiveness; however, sand's deformation me
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1daa7c124eac2b82742d7f4281cf23a2
https://doi.org/10.1007/s13369-021-06093-6
https://doi.org/10.1007/s13369-021-06093-6
Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:5053-5060
Soil liquefaction has been accepted as one of the factors causing natural disasters and engineering failures in the seismic. The mathematic prediction model for soil liquefaction is widely accepted, and the standard penetration (SPT) and cone penetra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5b1a7db6aabd6cfecbf46a78c44ee7b
https://doi.org/10.1007/s10064-021-02250-1
https://doi.org/10.1007/s10064-021-02250-1
Publikováno v:
Natural Hazards. 107:539-549
Establishing a soil liquefaction prediction model with high accuracy is a critical way to evaluate the quality of in situ and prevent the loss caused by seismic. In this paper, considering the advantage of cone penetration test (CPT) over standard pe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::589699600d8bb781dd8560192b40d1e8
https://doi.org/10.1007/s11069-021-04594-z
https://doi.org/10.1007/s11069-021-04594-z
Publikováno v:
Bulletin of Engineering Geology and the Environment. 81
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa3613eda89ccc517683054f0b7706ba
https://doi.org/10.1007/s10064-022-02620-3
https://doi.org/10.1007/s10064-022-02620-3
Publikováno v:
Environmental Earth Sciences. 80
Establishing a prediction model of soil liquefaction is an effective way to evaluate the site's quality and prevent the relevant loss caused by the earthquake. Considering the complexity of the liquefaction mechanism and the disadvantage of shear wav
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::34ed44aaa14882086d31911a78004bdf
https://doi.org/10.1007/s12665-021-09648-w
https://doi.org/10.1007/s12665-021-09648-w