FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4281614960> ?p ?o ?g. }

• W4281614960 endingPage "3982" @default.
• W4281614960 startingPage "3982" @default.
• W4281614960 abstract "In order to study the instability development process of the slope reinforced by anti-slide piles under earthquake conditions, the dynamic response characteristics of the slope are usually taken as the main characteristics, and the model test and numerical simulation are the main research methods. In this paper, a shaking table model test is designed and completed to investigate the influence of anti-slide piles with different initial damage on the failure mode of high and steep slope under earthquake conditions. The changes in velocity, strain and natural frequency during slope vibration are tested in combination with cloud maps when sinusoidal waves of different accelerations with a peak value of 5 Hz are applied. Thus, the differences of slope failure development process and dynamic response characteristics are obtained. The experimental results show that the anti-slide pile with different initial damage has obvious influence on the slope instability process. Under the condition of good anti-slide pile quality, the failure development of the slope behind the pile is limited to soil sliding on top of the slope, slope sliding and overburden sliding; the front slope foot of pile mainly forms shear belt and local sliding. With the decrease in the initial mass of the anti-slide pile, the slope failure develops into topsoil sliding, slope sliding and deep integral sliding; analogously, the failure of the slope in front of the pile develops into a whole slip along the slip belt. The natural frequency cloud map can directly reflect the damage location of the slope, and the frequency change rate is positively correlated with the cumulative shear strain. It shows that the macro-failure characteristics of the model slope change well when the natural frequency is used as the sensitive index to measure the influence of vibration on the model slope. The threshold value of the natural frequency change rate can distinguish different development stages of the slope; 1% is the threshold value of stage II, and 1.5% is the threshold value of stage III." @default.
• W4281614960 created "2022-06-12" @default.
• W4281614960 creator A5010212263 @default.
• W4281614960 creator A5033080900 @default.
• W4281614960 creator A5040157496 @default.
• W4281614960 creator A5043029830 @default.
• W4281614960 creator A5074707808 @default.
• W4281614960 creator A5090622915 @default.
• W4281614960 date "2022-06-03" @default.
• W4281614960 modified "2023-09-30" @default.
• W4281614960 title "Seismic Response Evaluation of High-Steep Slopes Supported by Anti-Slide Piles with Different Initial Damage Based on Shaking Table Test" @default.
• W4281614960 cites W2094648412 @default.
• W4281614960 cites W2116498609 @default.
• W4281614960 cites W2261374814 @default.
• W4281614960 cites W2792539360 @default.
• W4281614960 cites W2890709232 @default.
• W4281614960 cites W2900328906 @default.
• W4281614960 cites W2911190867 @default.
• W4281614960 cites W2957722078 @default.
• W4281614960 cites W2971526249 @default.
• W4281614960 cites W2979109798 @default.
• W4281614960 cites W2983116148 @default.
• W4281614960 cites W2998698346 @default.
• W4281614960 cites W3023013751 @default.
• W4281614960 cites W3037400475 @default.
• W4281614960 cites W3145938155 @default.
• W4281614960 cites W3149999840 @default.
• W4281614960 cites W3159675718 @default.
• W4281614960 cites W3162467006 @default.
• W4281614960 cites W3180219145 @default.
• W4281614960 cites W3183511121 @default.
• W4281614960 cites W3203362463 @default.
• W4281614960 cites W3214438488 @default.
• W4281614960 cites W4210765910 @default.
• W4281614960 cites W4220799979 @default.
• W4281614960 doi "https://doi.org/10.3390/ma15113982" @default.
• W4281614960 hasPubMedId "https://pubmed.ncbi.nlm.nih.gov/35683280" @default.
• W4281614960 hasPublicationYear "2022" @default.
• W4281614960 type Work @default.
• W4281614960 citedByCount "2" @default.
• W4281614960 countsByYear W42816149602023 @default.
• W4281614960 crossrefType "journal-article" @default.
• W4281614960 hasAuthorship W4281614960A5010212263 @default.
• W4281614960 hasAuthorship W4281614960A5033080900 @default.
• W4281614960 hasAuthorship W4281614960A5040157496 @default.
• W4281614960 hasAuthorship W4281614960A5043029830 @default.
• W4281614960 hasAuthorship W4281614960A5074707808 @default.
• W4281614960 hasAuthorship W4281614960A5090622915 @default.
• W4281614960 hasBestOaLocation W42816149601 @default.
• W4281614960 hasConcept C110069353 @default.
• W4281614960 hasConcept C119560385 @default.
• W4281614960 hasConcept C121332964 @default.
• W4281614960 hasConcept C127313418 @default.
• W4281614960 hasConcept C127413603 @default.
• W4281614960 hasConcept C146978453 @default.
• W4281614960 hasConcept C149007308 @default.
• W4281614960 hasConcept C187320778 @default.
• W4281614960 hasConcept C195268267 @default.
• W4281614960 hasConcept C198394728 @default.
• W4281614960 hasConcept C207821765 @default.
• W4281614960 hasConcept C2777045574 @default.
• W4281614960 hasConcept C57879066 @default.
• W4281614960 hasConcept C62520636 @default.
• W4281614960 hasConcept C66283442 @default.
• W4281614960 hasConcept C66938386 @default.
• W4281614960 hasConcept C78736273 @default.
• W4281614960 hasConceptScore W4281614960C110069353 @default.
• W4281614960 hasConceptScore W4281614960C119560385 @default.
• W4281614960 hasConceptScore W4281614960C121332964 @default.
• W4281614960 hasConceptScore W4281614960C127313418 @default.
• W4281614960 hasConceptScore W4281614960C127413603 @default.
• W4281614960 hasConceptScore W4281614960C146978453 @default.
• W4281614960 hasConceptScore W4281614960C149007308 @default.
• W4281614960 hasConceptScore W4281614960C187320778 @default.
• W4281614960 hasConceptScore W4281614960C195268267 @default.
• W4281614960 hasConceptScore W4281614960C198394728 @default.
• W4281614960 hasConceptScore W4281614960C207821765 @default.
• W4281614960 hasConceptScore W4281614960C2777045574 @default.
• W4281614960 hasConceptScore W4281614960C57879066 @default.
• W4281614960 hasConceptScore W4281614960C62520636 @default.
• W4281614960 hasConceptScore W4281614960C66283442 @default.
• W4281614960 hasConceptScore W4281614960C66938386 @default.
• W4281614960 hasConceptScore W4281614960C78736273 @default.
• W4281614960 hasIssue "11" @default.
• W4281614960 hasLocation W42816149601 @default.
• W4281614960 hasLocation W42816149602 @default.
• W4281614960 hasLocation W42816149603 @default.
• W4281614960 hasOpenAccess W4281614960 @default.
• W4281614960 hasPrimaryLocation W42816149601 @default.
• W4281614960 hasRelatedWork W1990004637 @default.
• W4281614960 hasRelatedWork W2344501091 @default.
• W4281614960 hasRelatedWork W2355674923 @default.
• W4281614960 hasRelatedWork W2370920843 @default.
• W4281614960 hasRelatedWork W2375394589 @default.
• W4281614960 hasRelatedWork W2379111480 @default.
• W4281614960 hasRelatedWork W2387222969 @default.
• W4281614960 hasRelatedWork W2965681717 @default.
• W4281614960 hasRelatedWork W3117981790 @default.

• next