Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Ji-Ming Kong"'
Publikováno v:
Shock and Vibration, Vol 2016 (2016)
The pile-anchor supporting structure is widely used in foundation pit engineering; then knowledge of active earth pressure on piles is very important for engineers. In this paper, based on the pseudodynamic method and considering the vehicle’s vibr
Externí odkaz:
https://doaj.org/article/a06ae399b78e4d8a9c388891ee151a08
Publikováno v:
Advanced Materials Research. 790:638-642
Using ABAQUS software analyzed the dynamic response of foundation pit supporting structure under vehicle loads. The vehicle load was simplified as a half-wave sinusoidal load, in order to analyze the influence of internal force and displacement of pi
Autor:
Shu Jun Tian, Ji Ming Kong
Publikováno v:
Applied Mechanics and Materials. :1219-1222
Large amount of loose deposits and potential geo-hazards were formed by Wenchuan earthquake , which would be transformed into collapses, landslide and debris flows under the condition of rainfall or aftershock. The paper divides influence factors int
Autor:
Ji Ming Kong, Shu Jun Tian
Publikováno v:
Applied Mechanics and Materials. :1236-1239
Abundant landslides were triggered by Wenchuan earthquake. The paper mapped 4722 earthquake-induced landslides and used Geographic Information System to finish the statistical data about the occurrence of landslides correlating with environmental fac
Publikováno v:
Advanced Materials Research. 600:250-255
Under cyclic loading of concrete structures, fatigue failure is the main failure modes of fatigue, which has become the fatigue design of concrete structure must be considered, then the concrete fatigue studies must clarify the fatigue life of concre
Publikováno v:
Shock and Vibration, Vol 2016 (2016)
The pile-anchor supporting structure is widely used in foundation pit engineering; then knowledge of active earth pressure on piles is very important for engineers. In this paper, based on the pseudodynamic method and considering the vehicle’s vibr
Autor:
Ji Ming Kong, Shu Jun Tian
Publikováno v:
Applied Mechanics and Materials. :2629-2633
This is the first introduction of multimode system theory for risk assessment of earthquake-induced landslide. The paper defines the small watershed as multimode system which included triggering system and environmental system, through studying the r
Publikováno v:
Advanced Materials Research. 382:439-443
The deformation and failure induced by Wenchuan earthquake between bedding and anti-dip slope existence very big difference. The number and size of the bedding slope deformation and failure are much more than the anti-dip slope according to the inves
Publikováno v:
Advanced Materials Research. 382:444-449
Wenchuan earthquak induced a large number of mountain hazards. Through the survey found that manual excavation slopes tend to become concentrated area of mountain disaster, it’s indicate that the effect of excavation damage on the slope deformation
Publikováno v:
Applied Mechanics and Materials. :379-382
Acoording to the servic eability limit state, use the numerical analysis the method, using the fiinte element analysis software to the elastoplastic and the big distortion on the power solidifies in the finite element model, by using above coupled no