scholarly journals Numerical analyses of pier foundation on slope subjected to lateral loading based on no-tension constitutive model

2002 ◽  
Vol 5 ◽  
pp. 367-376 ◽  
Author(s):  
Masatoshi OUCHI ◽  
Fang-Le PENG ◽  
Junichi KANAIZUKA ◽  
Osamu KUSAKABE
2018 ◽  
Vol 55 (7) ◽  
pp. 968-978 ◽  
Author(s):  
Luis Medina Rodríguez ◽  
Marcos Arroyo ◽  
Miguel Martín Cano

A case history is reported in which tire-derived aggregate (TDA) was successfully applied to reduce the weight of fill upon a cut-and-cover railway tunnel. Subsequent three-dimensional numerical analyses are used to explore the effect of different assumptions about the constitutive model of the TDA material. Alternative dispositions of TDA around the tunnel section are also examined. Reductions of up to 60% in lining bending moment may be achieved. For the case analyzed, the elastic description of the TDA has little influence on tunnel lining loads, although it is important for fill settlement estimates.


Author(s):  
Hideaki TAKAHASHI ◽  
Shigeru TANABE ◽  
Naoaki KAWAMURA ◽  
Manabu MATSUSHIMA ◽  
Kazuo TANI

1988 ◽  
Vol 49 (C3) ◽  
pp. C3-489-C3-496
Author(s):  
B. D. COLEMAN ◽  
M. L. HODGDON

2019 ◽  
Vol 46 (3) ◽  
pp. 261-275
Author(s):  
César Yepes ◽  
Jorge Naude ◽  
Federico Mendez ◽  
Margarita Navarrete ◽  
Fátima Moumtadi

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