![PDF) The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils | Michael J Brown - Academia.edu PDF) The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils | Michael J Brown - Academia.edu](https://0.academia-photos.com/54765959/59232804/47474877/s200_michael.brown.jpg)
PDF) The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils | Michael J Brown - Academia.edu
![Ioannis ANASTASOPOULOS | Professor (Full) | ETH Zurich, Zürich | ETH Zürich | Department of Civil, Environmental and Geomatic Engineering - Page 5 Ioannis ANASTASOPOULOS | Professor (Full) | ETH Zurich, Zürich | ETH Zürich | Department of Civil, Environmental and Geomatic Engineering - Page 5](https://i1.rgstatic.net/ii/profile.image/272590447050765-1442002035582_Q512/Ioannis-Anastasopoulos.jpg)
Ioannis ANASTASOPOULOS | Professor (Full) | ETH Zurich, Zürich | ETH Zürich | Department of Civil, Environmental and Geomatic Engineering - Page 5
![Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12 Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12](https://ascelibrary.org/cms/asset/0273f67c-d7a4-462a-803a-b91e57b761e3/figure3.jpg)
Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response | Journal of Geotechnical and Geoenvironmental Engineering | Vol 145, No 12
![PDF) Shallow strip foundations subjected to earthquake-induced soil liquefaction: Validation, modelling uncertainties, and boundary effects PDF) Shallow strip foundations subjected to earthquake-induced soil liquefaction: Validation, modelling uncertainties, and boundary effects](https://i1.rgstatic.net/publication/351430420_Shallow_strip_foundations_subjected_to_earthquake-induced_soil_liquefaction_Validation_modelling_uncertainties_and_boundary_effects/links/60dd9047a6fdccb745f923f5/largepreview.png)