Calculation of horizontal displacement of loess fill slope supported by frame prestressed anchors based on minimum potential energy method
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
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2045-2322
- Extent
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Online-Ressource
- Language
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Englisch
- Notes
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online resource.
- Bibliographic citation
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Calculation of horizontal displacement of loess fill slope supported by frame prestressed anchors based on minimum potential energy method ; volume:12 ; number:1 ; day:4 ; month:7 ; year:2022 ; pages:1-12 ; date:12.2022
Scientific reports ; 12, Heft 1 (4.7.2022), 1-12, 12.2022
- Creator
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Zhao, Zhuangfu
Zhu, Yanpeng
Ye, Shuaihua
- Contributor
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SpringerLink (Online service)
- DOI
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10.1038/s41598-022-15473-3
- URN
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urn:nbn:de:101:1-2022082322393153338833
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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15.08.2025, 7:35 AM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Zhao, Zhuangfu
- Zhu, Yanpeng
- Ye, Shuaihua
- SpringerLink (Online service)
Other Objects (12)
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Pre-stressed anchor cable force evolution laws of plane sliding bedding slopes
Centrifugal test on the mechanical characteristics of existing prestressed anchor bolts in highway widening
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[Fill, fill, fill, all the Glasses]
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Progress and Perspectives of Geotechnical Anchor Bolts on Slope Engineering in China
The influence of seismic frequency spectrum on the instability of loess slope
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Stability analysis of loess fill slope supported by frame prestressed anchors considering tensile strength cut-off
Three-dimensional stability of a fill slope reinforced by a frame beam anchor plate
Seismic response investigation of prestressed anchor cable supporting rock slope with weak interlayer in Qinghai-Tibet Plateau, China
Pre-stressed anchor cable force evolution laws of plane sliding bedding slopes
Centrifugal test on the mechanical characteristics of existing prestressed anchor bolts in highway widening
[Fill, fill, fill, all the Glasses]
Shear strengthening of precast prestressed I‐girders using carbon fiber reinforced polymers and in‐fill concrete blocks
Progress and Perspectives of Geotechnical Anchor Bolts on Slope Engineering in China
The influence of seismic frequency spectrum on the instability of loess slope
Evolution characteristic of soil water in loess slopes with different slope angles
Prestressed concrete bridges
Partial prestressed concrete
Stability analysis of loess fill slope supported by frame prestressed anchors considering tensile strength cut-off
Three-dimensional stability of a fill slope reinforced by a frame beam anchor plate
Seismic response investigation of prestressed anchor cable supporting rock slope with weak interlayer in Qinghai-Tibet Plateau, China
Pre-stressed anchor cable force evolution laws of plane sliding bedding slopes
Centrifugal test on the mechanical characteristics of existing prestressed anchor bolts in highway widening
[Fill, fill, fill, all the Glasses]
Shear strengthening of precast prestressed I‐girders using carbon fiber reinforced polymers and in‐fill concrete blocks
Progress and Perspectives of Geotechnical Anchor Bolts on Slope Engineering in China
The influence of seismic frequency spectrum on the instability of loess slope
Evolution characteristic of soil water in loess slopes with different slope angles
Prestressed concrete bridges