Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Ri-qing Xu"'
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
This paper studied the excavation of a foundation pit above a running subway tunnel in Hangzhou soft soil. The zoned excavation and top-down construction techniques were adopted to control the deformation caused by foundation pit excavation. The exca
Externí odkaz:
https://doaj.org/article/d2c0bfa4d11d4a69bf75917c3a11fbb5
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 2, p 167 (2021)
This paper presents a simple but workable constitutive model for the stress–strain relationship of sandy soil during the process of tunneling construction disturbance in coastal cities. The model was developed by linking the parameter K and interna
Externí odkaz:
https://doaj.org/article/a3c58029bb1a4f5d929164a3dde0e602
Publikováno v:
Acta Geotechnica. 17:2287-2304
This paper investigates the one-dimensional rheological consolidation problem of multilayered soils subjected to different time-dependent loadings and continuous permeable boundary conditions. First, by introducing fractional calculus, the convention
Publikováno v:
Acta Geotechnica. 16:1909-1921
The rigid pile composite foundation is widely used in highway projects in soft soil area as it can effectively increase the bearing capacity and stability of the foundation. While the research on the behavior and failure mode of rigid pile composite
Publikováno v:
Journal of Central South University. 27:2424-2439
An exploratory discussion is presented on the application of egg-shaped function in elasto-plastic constitutive analysis for soft clay. Two main tasks of the paper are: 1) to propose a complete yield criterion based on egg-shaped function and supplem
Publikováno v:
Archive of Applied Mechanics. 90:533-557
The dynamic properties of bridges can be extracted from the dynamic responses of the vehicles passing on these bridges. This paper proposes a method for the vehicle–bridge interaction analysis of continuous beam bridges with different spans and var
Publikováno v:
Journal of Sound and Vibration. 457:314-332
It has long been recognized that traditional exact methods may encounter numerical instability when analyzing the free vibration of a continuous partial-interaction composite beam, a type of composite beam which considers the interfacial slip. In con
Publikováno v:
Construction and Building Materials. 341:127233
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 167, p 167 (2021)
Journal of Marine Science and Engineering
Volume 9
Issue 2
Journal of Marine Science and Engineering
Volume 9
Issue 2
This paper presents a simple but workable constitutive model for the stress–strain relationship of sandy soil during the process of tunneling construction disturbance in coastal cities. The model was developed by linking the parameter K and interna
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
This paper studied the excavation of a foundation pit above a running subway tunnel in Hangzhou soft soil. The zoned excavation and top-down construction techniques were adopted to control the deformation caused by foundation pit excavation. The exca