Seismic Analysis of Municipal Solid Waste Landfill in India

Introduction

MSW landfills, are an integral part of waste management and disastrous consequences happen if seismic vulnerability of these landfills is ignored. Therefore, seismic response analysis of MSW landfills is receiving considerable attention these days. The Federal Resource Conservation and Recovery Act (RCRA, 1993) of the United States Environment Protection Agency (USEPA) was the first regulatory legislations that have addressed the importance of seismic loading on MSW landfills. RCRA stated that new MSW landfills or lateral expansions of the landfill located in the seismic zone must be designed to resist the maximum horizontal acceleration. The dynamic force is generated due to earthquakes and produces relative movements within the MSW landfill mass, cover and bottom liner system, foundation and their interfaces. This relative movement in landfill results in cover cracking, geomembrane tears and damage to the appurtenant systems for leachate and gas collection. Such damages were noticed in US landfills during the 1994 Northridge earthquake and was documented by Augello et al., (1995).

However, the seismic response of MSW landfill is very important, especially in seismically active zones (Krinitzsky et al., 1997). Due to seismic event, dynamic loading induces relative movements take place within the waste mass and the foundation, which results increased tensions in the landfill liner material may lead to tearing due to excessive stretching and also cracks developed at the top of the landfill thereby disrupts the function of leachate and gas collection system, ultimately leading to failures of these landfills.

Seismic behaviour of MSW landfills gained major importance only after 1987 Whittier Narrows earthquake (Mw=6.0). For observation of the MSW landfills during earthquakes, USEPA installed two strong-motion instruments, one at the bottom of the landfill and one at an outcrop adjacent to the Operating Industries Incorporated (OII) landfill site was operated since 1989. These OII landfill instruments have captured ground motion records from five earthquakes of magnitude greater than 5.0 with PHGA from 0.05g to 0.26g at the crest and 0.03g to 0.25g at the outcrop (Hushmand Associates, 1994). Similarly, the observation database of landfill performance during 1989 Loma Prieta earthquake, 1992 Landers earthquakes and 1994 Northridge earthquake has provided importance of the seismic performance of MSW landfills. Based on the database that the engineering landfill has proven a good ability to withstand earthquakes of at least 0.2g without landfill failures/damages to human health and the environment.

In this paper, the unit weight (γ_waste), shear wave velocity (V_s), strain-dependent normalized shear modulus reduction (G/G_max) and material damping ratio (ζ) relationships for Mavallipura landfill is developed based on field testing, laboratory measurements and also validated using semi-empirical methods. Finally, seismic response analysis by an equivalent linear method for Mavallipura landfill using the software like SHAKE2000 and DEEPSOIL. Shear wave velocity is essential input for carrying seismic response analysis, have been obtained from multichannel analysis of surface waves (MASW) test. The response of layered soil profiles is calculated from the recorded acceleration time history at underlying rock half space considering vertically propagating waves. Peak ground acceleration, response spectra, and amplification ratio were determined, and the results of SHAKE2000 and DEEPSOIL have been compared.