Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Yi-Xiang Song"'
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
Capped piles are efficient in settlement control and have been widely used in the reinforcement of soft soil foundations for high-speed railways and highways. In this study, scenarios involving both capped piles and ordinary piles without caps are nu
Externí odkaz:
https://doaj.org/article/1c8b34167ef94b589c04c8558dc42791
Anti-slide piles have been widely applied in many practical projects around the world. In this work, a novel upper-hollow drainage anti-slide pile (UDAP) is selected to evaluate its working performance and mechanism by means of a physical model test
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d457be3338328a11e664651dd974c4b1
https://hdl.handle.net/10045/132005
https://hdl.handle.net/10045/132005
Publikováno v:
Journal of Mountain Science. 19:167-183
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e339a44afef296e3020e011198043ca6
https://doi.org/10.1007/s11629-021-6943-8
https://doi.org/10.1007/s11629-021-6943-8
Publikováno v:
Journal of Mountain Science. 18:1034-1048
The Niumiangou landslide was the largest landslide triggered by the 2008 Wenchuan earthquake, which was significantly affected by the amplification effect of seismic acceleration. The ring-shear experiments indicated that the materials in the source
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c12c3aebcd85c698df2048e4c1472fba
https://doi.org/10.1007/s11629-020-6188-y
https://doi.org/10.1007/s11629-020-6188-y
Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:3115-3137
Internal erosion under seepage flow affects the hydraulic and mechanical behavior of the soil, which is one of the most important factors of geological disasters. Due to that the soil–rock interface can be the potential preferential seepage channel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d3a09581742e7bb4f2d30fbde6631a8
https://doi.org/10.1007/s10064-021-02104-w
https://doi.org/10.1007/s10064-021-02104-w
Publikováno v:
Rock Mechanics and Rock Engineering. 54:1257-1275
Aiming at the fact that discontinuities in rock mass exhibit different orientations, uniaxial compression tests of resin specimens containing a strike-inconsistent fissure pair were carried out to investigate the failure behaviour of the ligaments. C
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78448685d179b92accc206cd9db3b258
https://doi.org/10.1007/s00603-020-02328-4
https://doi.org/10.1007/s00603-020-02328-4
Publikováno v:
Rock Mechanics and Rock Engineering. 53:3779-3792
Excavation, river incision and anchor cable relaxation would result in unloading of stress in at least one direction of rock masses in caverns or slopes, and the unloading failure is prominent and it even shows remarkable tensile failure. The previou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d92af343774ca4f3daff92202f626444
https://doi.org/10.1007/s00603-020-02136-w
https://doi.org/10.1007/s00603-020-02136-w
Publikováno v:
Rock Mechanics and Rock Engineering. 53:3111-3131
Direct shear tests on rocks under compression–shear stress conditions have been widely conducted, whereas few have been performed under tension–shear stress conditions. However, rocks exhibit tension–shear failures in many scenarios, such as in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::588a0a182de38ec346ef0040f96ba1c2
https://doi.org/10.1007/s00603-020-02094-3
https://doi.org/10.1007/s00603-020-02094-3
Publikováno v:
Rock Mechanics and Rock Engineering. 53:2643-2651
To investigate the tensile behavior of rock bedding planes, a series of direct tensile tests were conducted on cylindrical limestone and sandstone specimens with a distinct bedding plane perpendicular to the axial direction. Different tensile strain
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::344dbdbc58908b68d75fc636f019d3fa
https://doi.org/10.1007/s00603-020-02070-x
https://doi.org/10.1007/s00603-020-02070-x
Publikováno v:
Bulletin of Engineering Geology and the Environment. 78:4713-4729
Ring-shear experiments are commonly conducted to analyze the kinematic mechanisms of landslides triggered by earthquakes, particularly for landslides impacted by pore-water pressure near the grain-crushing sliding surface. However, pore-water pressur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c53bb12151cd1f790d71a92292c22084
https://doi.org/10.1007/s10064-018-01433-7
https://doi.org/10.1007/s10064-018-01433-7