TY - GEN
T1 - Mitigation of liquefaction beneath existing facilities using denitrification
AU - Kavazanjian, Edward
AU - O'Donnell, Sean T.
AU - Rittmann, Bruce
AU - Hamdan, Nasser
AU - Hall, Caitlyn
AU - Van Paassen, Leon A.
N1 - Funding Information:
Work described in this paper was supported by the National Science Foundation (NSF) Geomechanics and Geosystems Engineering and Engineering Research Center programs under grants numbered CMMI-1233658 and ERC-1449501. The authors are grateful for this support. Any opinions or positions expressed in this article are the authors only, and do not reflect any opinions or positions of the NSF.
PY - 2018
Y1 - 2018
N2 - Microbially mediated dissimilatory reduction of nitrate, or denitrification, offers the promise for non-disruptive mitigation of the potential for earthquake-induced liquefaction beneath existing facilities. Denitrification can mitigate liquefaction in two ways: by desaturation of the soil through generation of gas and by cementation of the soil through precipitation of calcium carbonate as calcite. Laboratory column tests demonstrate that desaturation via biogenic gas occurs almost immediately upon stimulation of the denitrifying microbes, providing short term mitigation while calcite is being precipitated. Once enough calcite is precipitated, denitrification provides long term mitigation. Laboratory simple shear testing demonstrates that a relatively small decrease in the degree of saturation, as little as 5%, and a relatively small amount of calcite precipitation, as little as 0.4 percent of the dry weight of the soil, can both provide substantial mitigation of liquefaction potential. When there is sufficient normal stress on the ground surface (mitiga t ing the potential for shallow crack development due to gas production), these processes are nondisruptive and thus provide a non-disruptive means of mitigating liquefaction beneath existing facilities.
AB - Microbially mediated dissimilatory reduction of nitrate, or denitrification, offers the promise for non-disruptive mitigation of the potential for earthquake-induced liquefaction beneath existing facilities. Denitrification can mitigate liquefaction in two ways: by desaturation of the soil through generation of gas and by cementation of the soil through precipitation of calcium carbonate as calcite. Laboratory column tests demonstrate that desaturation via biogenic gas occurs almost immediately upon stimulation of the denitrifying microbes, providing short term mitigation while calcite is being precipitated. Once enough calcite is precipitated, denitrification provides long term mitigation. Laboratory simple shear testing demonstrates that a relatively small decrease in the degree of saturation, as little as 5%, and a relatively small amount of calcite precipitation, as little as 0.4 percent of the dry weight of the soil, can both provide substantial mitigation of liquefaction potential. When there is sufficient normal stress on the ground surface (mitiga t ing the potential for shallow crack development due to gas production), these processes are nondisruptive and thus provide a non-disruptive means of mitigating liquefaction beneath existing facilities.
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M3 - Conference contribution
AN - SCOPUS:85085547231
T3 - 11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy
SP - 6768
EP - 6777
BT - 11th National Conference on Earthquake Engineering 2018, NCEE 2018
PB - Earthquake Engineering Research Institute
T2 - 11th National Conference on Earthquake Engineering 2018: Integrating Science, Engineering, and Policy, NCEE 2018
Y2 - 25 June 2018 through 29 June 2018
ER -