Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stability Analysis of High Filled Steep Slope Embankments in Weak Soil Layers
In order to ensure the safety of high filled steep slope embankments in weak soil layers, it is extremely necessary to conduct stability testing research on them. Therefore, a stability analysis study on high filled steep slope embankments in weak soil layers is proposed. Taking a main road in a certain city as the research object, based on clarifying the treatment plan for high filled steep slope embankments in weak soil layers, different backfill soil samples from weak soil layers were taken as independent variables. Combined with practical application requirements, different strength load tests were designed, including 1 preload, 4 cyclic loads, and 1 overload. The compression rebound curve was analyzed to draw conclusions. Under the same load action, Properly reducing the content of large particles in the particle size distribution of backfill soil samples in weak soil layers can improve the stability of embankments; The stability of backfill embankments in weak soil layers is inversely proportional to the load strength under different loads; Balancing the particle size distribution of backfill soil samples in weak soil layers can maximize the stability of embankments.
Stability Analysis of High Filled Steep Slope Embankments in Weak Soil Layers
In order to ensure the safety of high filled steep slope embankments in weak soil layers, it is extremely necessary to conduct stability testing research on them. Therefore, a stability analysis study on high filled steep slope embankments in weak soil layers is proposed. Taking a main road in a certain city as the research object, based on clarifying the treatment plan for high filled steep slope embankments in weak soil layers, different backfill soil samples from weak soil layers were taken as independent variables. Combined with practical application requirements, different strength load tests were designed, including 1 preload, 4 cyclic loads, and 1 overload. The compression rebound curve was analyzed to draw conclusions. Under the same load action, Properly reducing the content of large particles in the particle size distribution of backfill soil samples in weak soil layers can improve the stability of embankments; The stability of backfill embankments in weak soil layers is inversely proportional to the load strength under different loads; Balancing the particle size distribution of backfill soil samples in weak soil layers can maximize the stability of embankments.
Stability Analysis of High Filled Steep Slope Embankments in Weak Soil Layers
Atlantis Highlights in Engineering
Liu, Peng (Herausgeber:in) / Bilgin, Hüseyin (Herausgeber:in) / Yang, Jialing (Herausgeber:in) / Hu, Bin (Herausgeber:in) / Tao, Borui (Autor:in) / Chen, Liang (Autor:in)
International Conference on Civil, Architecture and Disaster Prevention and Control ; 2024 ; Xi'an, China
14.06.2024
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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