Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Bin-song Jiang"'
Autor:
Xiao-fei Wang1 chnnnwang@126.com, Bin-song Jiang1 jiangbs@cumt.edu.cn, Fei Lin2 linfei19891017@126.com, Yun-qiu Liu1 liuyunqiu@cumt.edu.cn, Yang Bai1 10690@jsjzi.edu.cn
Publikováno v:
Latin American Journal of Solids & Structures. 2021, Vol. 18 Issue 1, p1-25. 25p.
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:3594-3611
Considering the changes of permeability and Biot’s coefficients, the closed-form elastic-brittle-plastic solution of lined circular tunnels was proposed employing a Mohr-Coulomb non-associated flow...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abf47a83dd355d84d6033434ea7f0bcc
https://doi.org/10.1080/19648189.2020.1806933
https://doi.org/10.1080/19648189.2020.1806933
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811699627
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9643481f36563e31ab1c54d625ae0f1
https://doi.org/10.1007/978-981-16-9963-4_21
https://doi.org/10.1007/978-981-16-9963-4_21
Publikováno v:
International Journal of Environmental Research and Public Health. 19:17003
This paper summarizes the cause of the debris flow impact train accident by investigating the local geological condition, meteorological data and field investigation that happened in Guizhou, China on 4 June 2022. The result showed that the major rea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::09b5804050f9ef5ece6321d8032c3bbf
https://doi.org/10.3390/ijerph192417003
https://doi.org/10.3390/ijerph192417003
Publikováno v:
Tunnelling and Underground Space Technology. 85:128-139
This study derived the analytical solutions for the deflection, bending moment and shear force of a hard roof under an arbitrary front abutment pressure for both the initial and periodic fracture problems using the elastic foundation beam model. With
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51bd5237f9ab774c658df1e760ec11bd
https://doi.org/10.1016/j.tust.2018.12.004
https://doi.org/10.1016/j.tust.2018.12.004
Publikováno v:
Latin American Journal of Solids and Structures, Volume: 18, Issue: 1, Article number: e340, Published: 08 MAR 2021
Latin American Journal of Solids and Structures v.18 n.1 2021
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures v.18 n.1 2021
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
A closed-form analytical solution to rheological phenomena is obtained based on Hoek-Brown (HB) yield criterion and the generalized Bingham model. Once the circular tunnel is excavated, an initial plastic region is formed. When the total stresses ful
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e594a2c81bb6a1190e451e981cfb92f7
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252021000100502&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252021000100502&lng=en&tlng=en
Publikováno v:
Arabian Journal of Geosciences. 14
It aims to discuss the adoption value of combining the size effect and Winkler elastic foundation beam theory in the large-section shield tunnel under the background of underground space development. Two kinds of soil layers of silty clay and sand pe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c79b5c19f3c9216a9e1e38a2ccf4e3b
https://doi.org/10.1007/s12517-021-06874-1
https://doi.org/10.1007/s12517-021-06874-1
Publikováno v:
Arabian Journal of Geosciences. 13
During the failure process, granite always exhibits strain-softening behavior and confining pressure-dependent effect. Based on triaxial cyclic loading and unloading compression tests, the evolutions of cohesive strength, internal friction angle, and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd1308fbfa61e8c20d98182a0ac70d6c
https://doi.org/10.1007/s12517-020-5259-2
https://doi.org/10.1007/s12517-020-5259-2
Publikováno v:
Cluster Computing. 22:5033-5039
In order to improve the analytical precision of strength of sandstone with three intermittent fractures, a method for analyzing the strength of sandstone with three intermittent fractures based on discrete fracture model as an approximation is propos
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::020e3bc12608c8debf8aad97dbab8368
https://doi.org/10.1007/s10586-018-2472-9
https://doi.org/10.1007/s10586-018-2472-9
Publikováno v:
Acta Mechanica Sinica. 34:130-142
A reasonable strength criterion should reflect the hydrostatic pressure effect, minimum principal stress effect, and intermediate principal stress effect. The former two effects can be described by the meridian curves, and the last one mainly depends
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ba33b362b1344c13e95d431edcd2cf8
https://doi.org/10.1007/s10409-017-0723-2
https://doi.org/10.1007/s10409-017-0723-2