Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313293306> ?p ?o ?g. }
Showing items 1 to 59 of
59
with 100 items per page.
- W4313293306 abstract "Because of the outstanding anti slide ability of pile group, simple construction and low cost, the use of rail anti slide pile to strengthen the slope of open-pit mine has been favored by many mining enterprises. However, the existing research is mainly based on engineering experience and numerical analysis, and there is still a lack of corresponding research on the design theory and method of strengthening slope with iron anti slide pile. By analyzing the actual characteristics of slope reinforced by rail anti slide pile group, an analysis model is established based on the criteria of geometric equivalence and strength equivalence. The model considers the influence of rail pile and slope soil strain softening, and on this basis, an analysis method is established. The centrifugal model test is used to verify the proposed slope stability analysis method strengthened by rail anti slide pile. The results indicate that the analysis methods can well reflect the instability and failure of the slope for the unreinforced slope and the slope strengthened by rail anti slide pile. Taking the actual project as an example, the design method proposed in this study is adopted to design the slope reinforcement scheme in view of the problem that the slope deformation of the waste dump along the slope increases. The monitoring results show that the slope deformation is well controlled and the reinforcement effect is obvious." @default.
- W4313293306 created "2023-01-06" @default.
- W4313293306 creator A5020141096 @default.
- W4313293306 creator A5020870036 @default.
- W4313293306 creator A5029030051 @default.
- W4313293306 creator A5038455750 @default.
- W4313293306 creator A5045810041 @default.
- W4313293306 creator A5074092878 @default.
- W4313293306 date "2022-12-13" @default.
- W4313293306 modified "2023-10-01" @default.
- W4313293306 title "Study on Reinforcement Design Method of Rail Anti-Slide Pile for Open Pit Slope" @default.
- W4313293306 doi "https://doi.org/10.3233/atde220938" @default.
- W4313293306 hasPublicationYear "2022" @default.
- W4313293306 type Work @default.
- W4313293306 citedByCount "0" @default.
- W4313293306 crossrefType "book-chapter" @default.
- W4313293306 hasAuthorship W4313293306A5020141096 @default.
- W4313293306 hasAuthorship W4313293306A5020870036 @default.
- W4313293306 hasAuthorship W4313293306A5029030051 @default.
- W4313293306 hasAuthorship W4313293306A5038455750 @default.
- W4313293306 hasAuthorship W4313293306A5045810041 @default.
- W4313293306 hasAuthorship W4313293306A5074092878 @default.
- W4313293306 hasBestOaLocation W43132933061 @default.
- W4313293306 hasConcept C107924113 @default.
- W4313293306 hasConcept C110069353 @default.
- W4313293306 hasConcept C111368507 @default.
- W4313293306 hasConcept C119560385 @default.
- W4313293306 hasConcept C127313418 @default.
- W4313293306 hasConcept C127413603 @default.
- W4313293306 hasConcept C187320778 @default.
- W4313293306 hasConcept C204366326 @default.
- W4313293306 hasConcept C66938386 @default.
- W4313293306 hasConcept C67203356 @default.
- W4313293306 hasConceptScore W4313293306C107924113 @default.
- W4313293306 hasConceptScore W4313293306C110069353 @default.
- W4313293306 hasConceptScore W4313293306C111368507 @default.
- W4313293306 hasConceptScore W4313293306C119560385 @default.
- W4313293306 hasConceptScore W4313293306C127313418 @default.
- W4313293306 hasConceptScore W4313293306C127413603 @default.
- W4313293306 hasConceptScore W4313293306C187320778 @default.
- W4313293306 hasConceptScore W4313293306C204366326 @default.
- W4313293306 hasConceptScore W4313293306C66938386 @default.
- W4313293306 hasConceptScore W4313293306C67203356 @default.
- W4313293306 hasLocation W43132933061 @default.
- W4313293306 hasOpenAccess W4313293306 @default.
- W4313293306 hasPrimaryLocation W43132933061 @default.
- W4313293306 hasRelatedWork W2048048564 @default.
- W4313293306 hasRelatedWork W2050156010 @default.
- W4313293306 hasRelatedWork W2141348721 @default.
- W4313293306 hasRelatedWork W2376552142 @default.
- W4313293306 hasRelatedWork W2380290661 @default.
- W4313293306 hasRelatedWork W2383910829 @default.
- W4313293306 hasRelatedWork W2393800865 @default.
- W4313293306 hasRelatedWork W2805860905 @default.
- W4313293306 hasRelatedWork W3212526170 @default.
- W4313293306 hasRelatedWork W4309582652 @default.
- W4313293306 isParatext "false" @default.
- W4313293306 isRetracted "false" @default.
- W4313293306 workType "book-chapter" @default.