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Tunnel stability and arching effects during tunneling in soft clayey soil
Tunnelling and Underground Space Technology, 2006A series of centrifuge model tests and numerical simulations of these tests were carried out to investigate the surface settlement troughs, excess pore water pressure generation, tunnel stability and arching effects that develop during tunneling in soft clayey soil.
C.J. Lee +3 more
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Centrifuge modelling of blast effects in dry sand: Coriolis effect and soil arching
International Journal of Physical Modelling in GeotechnicsCentrifuge model tests are conducted to investigate the dynamic response of dry sand under blast loading. The characteristics and propagation mode of blast waves in dry sand are studied. The Coriolis effect on blast-induced cratering is carefully scrutinised, and both the theoretical and experimental results are provided and agree with each other.
Longhua Guan +6 more
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Soil arching effect of Lattice-Shaped Diaphragm Wall as bridge foundation
Frontiers of Structural and Civil Engineering, 2017As a new type of bridge foundation, Lattice-Shaped Diaphragm Wall (hereinafter for LSDW) is highly concerned in relevant construction area but its research is far from achievement. Based on PFC2D, the soil arching effect of LSDWs is studied thoroughly in this paper and the special attention is given to its influencing factors. It turns out to be that a
Jiu-jiang Wu +2 more
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Numerical analysis of soil arching effect in piles-reinforced airport foundation
Proceedings of the Institution of Civil Engineers - Ground ImprovementThe soil arching effect is the key mechanism for load transfer in pile-supported reinforced road (runway) foundations. To investigate the formation and evolution process of soil arching effect in the whole process of embankment filling and soft soil foundation consolidation, a three-dimensional hydro-mechanical coupled numerical model of pre ...
Jianhua Hu +3 more
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Soil Arching Effect in Piled Embankments Under Moving Shakedown Limit Loads
2017Most research conducted so far has investigated the behavior of soil arching in piled embankment under static loads, knowledge on their dynamic behaviors under transient loads of moving vehicles is rather limited in the literature, and therefore it deserves more research attention. This paper presented an investigation of the soil arching effect in the
Yan Zhuang, Kangyu Wang
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Numerical simulation on soil arching effect of piled low embankment
Journal of Shenzhen University Science and Engineering, 2014Zhaohui Liu, Xin Wang
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Effects of soil-structure interaction on nonlinear response of arch dams
1998Summary Effects of two important factors on earthquake response of high arch dams are considered and combined into one program. These factors are: effects of dam-canyon interaction and that of local nonlinearity of the contraction joint opening between the dam monoliths.
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