Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Bingxiong Tu"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-22 (2024)
Abstract The seismic deterioration effects of anchor cables and slope structural planes are often neglected in the dynamic stability analysis of anchored rocky slopes to the extent that the stability of slopes is overestimated. In this paper, a dynam
Externí odkaz:
https://doaj.org/article/e43d6b4527334a11875ae34844730dc6
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-1 (2024)
Externí odkaz:
https://doaj.org/article/fe1581bf1da947eabbeb54bcce679243
Publikováno v:
Water, Vol 15, Iss 19, p 3430 (2023)
Based on a foundation pit project in Fuzhou, China, the influence of foundation pit excavation on the supporting structure and surrounding environment in a soft-soil area is studied. This study was based on actual monitoring data and investigated the
Externí odkaz:
https://doaj.org/article/85e18b83fbe74effa1d97f59f56088d0
Publikováno v:
Water, Vol 15, Iss 16, p 3008 (2023)
In addition to selecting an effective support structure to control deformation, precipitation and water stopping should also be considered when designing a support scheme for water-bearing foundation pits in soft soil areas. This paper presents a det
Externí odkaz:
https://doaj.org/article/2cf8c0c22db94aa892a208406b565874
Publikováno v:
Alexandria Engineering Journal, Vol 60, Iss 1, Pp 39-48 (2021)
The pile-soil stress ratio (PSSR) is the key to the design and construction of geosynthetic-reinforced pile-supported (GRPS) embankments. However, the computation models for the PSSR which takes account of the effect of consolidation settlement of so
Externí odkaz:
https://doaj.org/article/8dc868d2f224464d965e528e160a935c
Publikováno v:
Journal of Applied Mathematics, Vol 2013 (2013)
Low-grade concrete-cored sand-gravel (CCSG) pile composite foundation is a new kind of composite foundation for thick and soft clay ground treatment. An analytical solution was derived for calculating the consolidation process of this composite found
Externí odkaz:
https://doaj.org/article/51874c6ef1a846a2ae9fdc8ff5cd6d56
Publikováno v:
Geotechnical and Geological Engineering. 40:857-869
The distribution and magnitude of the shear stress at the interface between the grout of a compression anchor rod and rock are strongly affected by the Poisson effect. A new analytical equation of the influence coefficient of the Poisson effect is pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c3f7b13a833d59bd550ab61230fe5ec
https://doi.org/10.1007/s10706-021-01931-8
https://doi.org/10.1007/s10706-021-01931-8
Publikováno v:
Alexandria Engineering Journal, Vol 60, Iss 1, Pp 39-48 (2021)
The pile-soil stress ratio (PSSR) is the key to the design and construction of geosynthetic-reinforced pile-supported (GRPS) embankments. However, the computation models for the PSSR which takes account of the effect of consolidation settlement of so
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1b3881dc329e453387cb79b12cc4e5af
http://www.sciencedirect.com/science/article/pii/S111001682030185X
http://www.sciencedirect.com/science/article/pii/S111001682030185X
Publikováno v:
Measurement. 145:573-582
The mechanical and cracking behaviors of rock mass are strongly affected by natural discontinuities and confining pressure. Uniaxial and triaxial compressive experiments were conducted on intact and single- and double-flawed granite specimens using M
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::015331462b332665cb1f07dd4f48bfd1
https://doi.org/10.1016/j.measurement.2019.03.035
https://doi.org/10.1016/j.measurement.2019.03.035
Publikováno v:
Arabian Journal of Geosciences. 14
In order to study the change law of volume deformation and particle breakage of calcareous sand under cyclic loading, this paper carries out both conventional triaxial consolidated drained shear tests (the conventional tests) and triaxial cyclic load
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b8f851e7f1352f1e7dbf9e759e1c4e3
https://doi.org/10.1007/s12517-020-06396-2
https://doi.org/10.1007/s12517-020-06396-2