Characterizing a Brazilian sanitary landfill using geophysical seismic techniques

• Published in: Waste management (Elmsford) 2016-07, Vol.53, p.116-127
• Main Authors: Abreu, A.E.S., Gandolfo, O.C.B., Vilar, O.M.
• Format: Article
• Language: English
• Subjects: Brazil; Confining; Crosshole; Drainage facilities; Environmental Monitoring - methods; Geophysics; Geotechnical investigation; Landfills; Mathematical analysis; Moisture content; Multichannel analysis of surface waves; Municipal solid waste; Refuse Disposal; Remote Sensing Technology - methods; Small strain shear modulus; Surface waves; Waste Disposal Facilities; Wastes
• ISSN: 0956-053X; 1879-2456
• DOI: 10.1016/j.wasman.2016.03.048

•Seismic wave velocities profiles for a humid, subtropical landfill were determined.•Crosshole revealed a layered structure, while MASW yielded a continuous medium.•S-wave velocities from MASW are smaller than those calculated for crosshole tests.•S-wave velocities for this landfill fall in the lower range of reported values.•Body wave velocities coefficient of variation in MSW are in the order of 11–13%. Two different geophysical techniques, namely crosshole and multichannel analysis of surface waves – MASW, were applied to investigate the mechanical response of Municipal Solid Waste buried under humid, subtropical climate. Direct investigations revealed that the buried waste was composed mainly of soil-like material (51%) and plastics (31%) with moisture content average values of 43% near the surface and 53% after around 11m depth. Unit weight varied between 9kN/m3 and 15kN/m3. Seismic investigation of the landfill yielded shear wave velocities (VS) estimated from the crosshole tests ranging from 92 to 214m/s, while compression wave velocities (VP) ranged from 197 to 451m/s. Both velocities were influenced by vertical confining stress and thus tended to increase with depth. VS calculated from MASW tests were lower than the ones calculated from the crosshole tests, probably due to the different frequencies used in the tests. The results of both methods tended to configure a lower bound to the values reported in the technical literature in general, as expected for low compaction waste with small amounts of cover soil. Although VS did not show abrupt changes with depth, VP profile distribution combined with direct investigations results, such as temperature, in-place unit weight and moisture content, suggest that the waste body could be divided into two strata. The lower one is poorly drained and shows higher moisture content, as a consequence of the operational techniques used in the first years, while the upper stratum is probably related to a better drained waste stratum, resulting from the improvement of operational standards and increase in drainage facilities throughout the years.