Eco-rubber seismic-isolation foundation systems: a cost-effective way to build resilience

Seismic isolation (SI) with energy dissipation has the ability to significantly improve the seismic performance of structures. Historically, SI has been applied to buildings with special functional requirements and bridges. Nevertheless, its application to create new earthquake-resilient residential housing would be of great significance in New Zealand. In this context, this paper proposes an innovative and cost-effective SI methodology, particularly suitable for medium-density low-rise buildings, making use of a dissipative filter made of granulated tyre rubber–gravel mixtures and fibrereinforced rubberised concrete foundation structural elements. While detailed experimental and numerical results are not available yet, in this paper a state-of-the-art literature review demonstrating the feasibility of this technology is presented and the MBIE Smart Idea project “Eco-rubber seismic isolation foundation systems” that aims at developing this technology is introduced.

[1]  Yue Li,et al.  Experimental study on performance of rubber particle and steel fiber composite toughening concrete , 2017 .

[2]  A. Edinçliler,et al.  Weak subgrade improvement with rubber fibre inclusions , 2013 .

[3]  M. R. Hall,et al.  A review of the fresh/hardened properties and applications for plain- (PRC) and self-compacting rubberised concrete (SCRC) , 2010 .

[4]  Kyriazis Pitilakis,et al.  Dynamic properties of dry sand/rubber (SRM) and gravel/rubber (GRM) mixtures in a wide range of shearing strain amplitudes , 2012 .

[5]  Pnuma Basel Convention on the Control of Transboundary Movements of Hazardous Wastes And Their Disposal , 1994 .

[6]  B. H. Abu Bakar,et al.  Experimental investigation on compression toughness of rubberized steel fibre concrete , 2016 .

[7]  Jayan S Vinod,et al.  Liquefaction Potential and Dynamic Properties of Sand-Tyre Chip (STCh) Mixtures , 2016 .

[8]  M. Shinozuka,et al.  Rubberized concrete: A green structural material with enhanced energy-dissipation capability , 2013 .

[9]  Hing-Ho Tsang,et al.  Seismic isolation by rubber–soil mixtures for developing countries , 2008 .

[10]  Ho-Sung Shin,et al.  Behavior of sand–rubber particle mixtures: experimental observations and numerical simulations , 2014 .

[11]  Kypros Pilakoutas,et al.  Behaviour of unconfined and FRP-confined rubberised concrete in axial compression , 2017 .

[12]  M. ElGawady,et al.  Experimental Investigation of Crumb Rubber Concrete Columns under Seismic Loading , 2015 .

[13]  I. M. Idriss,et al.  Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils , 1986 .

[14]  Kypros Pilakoutas,et al.  Optimisation of rubberised concrete with high rubber content: An experimental investigation , 2016 .

[15]  Hing-Ho Tsang,et al.  Seismic isolation for low‐to‐medium‐rise buildings using granulated rubber–soil mixtures: numerical study , 2012 .