Stability of the Rock Mass Reserved in front of Anti-slide Piles

To study the stability evaluation method and failure mode of reserved rock masses, the Yueyang landslide project was taken as the research object. First, based on the limit equilibrium method and elastic mechanics, the formulas for calculating the stability of a reserved rock mass were analyzed. Sec...

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Veröffentlicht in:	KSCE journal of civil engineering 2022-02, Vol.26 (2), p.569-583
Hauptverfasser:	Zhu, Dapeng, He, Lei, Qin, Liangkai
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Earth science Elastic limit Engineering Failure analysis Failure modes Geotechnical Engineering Geotechnical Engineering & Applied Earth Sciences Industrial Pollution Prevention Landslides Landslides & mudslides Mechanics Modes Rock Rock masses Rocks Sliding Slumping Stability Stability analysis Strength Tension Theoretical analysis
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