4.7 Article

Application of microbially induced calcite precipitation in erosion mitigation and stabilisation of sandy soil foreshore slopes: A preliminary investigation

Journal

ENGINEERING GEOLOGY
Volume 201, Issue -, Pages 96-105

Publisher

ELSEVIER SCIENCE BV
DOI: 10.1016/j.enggeo.2015.12.027

Keywords

MICP; Slope stabilisation; Erosion mitigation; Foreshore; Rip current

Funding

  1. Department of Civil & Environmental Engineering laboratory budgets
  2. European Commission [FP7-PEOPLE-2013-IRSES-612665]

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Eroding foreshores endanger the floodplains of many estuaries, as such, effective and environmentally friendly interventions are sought to stabilise slopes and mitigate erosion. As a step in forestalling these losses, we developed laboratory microcosms to simulate tidal cycles and examined the mechanisms of erosion and failure on sandy foreshore slopes. As an experimental aim, we applied microbially induced calcite precipitation (MICP) to selected slopes and compared the effectiveness of this microbial geo-technological strategy to mitigate erosion and stabilise slopes. To assess shoreline stability, thirty cycles of slowly simulated tidal currents were applied to a sandy slope. Significant sediment detachment occurred as tides moved up the slope surface. For steeper slopes, one tidal event was sufficient to cause collapse of the slopes to the soil's angle of repose (similar to 35 degrees). Subsequent tidal cycles gradually eroded surface sediments further reducing slope angle (on an average 0.2 degrees per tidal event). These mechanisms were similar for all slopes irrespective of initial slope inclination. MICP was evaluated as a remedial measure by treating a steep slope of 53 degrees and an erosion-prone slope angle of 35 degrees with Sporosarcina pasteurii and cementation solution (0.7 M CaCl2 and urea) before tidal simulations. MICP produced 120 kg calcite per m(3) of soil, filling 9.9% of pore space. Cemented sand withstood up to 470 kPa unconfined compressive stress and showed significantly improved slope stability; both slopes showed negligible sediment erosion. With efforts towards optimisation for upscaling and further environmental considerations (including effect of slope saturation on MICP treatment, saline water and estuarine/coastal ecology amongst others), the MICP process demonstrates promise to protect foreshore slope sites. (C) 2015 Elsevier B.V. All rights reserved.

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