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

机译:微生物诱导方解石沉淀在砂土前滨坡地减缓和稳定中的应用:初步研究

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摘要

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.
机译:侵蚀的海岸危及许多河口的洪泛区,因此,寻求有效且环保的干预措施来稳定斜坡和减轻侵蚀。为了防止这些损失,我们开发了实验室缩影来模拟潮汐周期,并研究了前沙质边坡的侵蚀和破坏机理。作为实验目的,我们将微生物诱发的方解石沉淀(MICP)应用于选定的斜坡,并比较了这种微生物地质技术策略缓解侵蚀和稳定斜坡的有效性。为了评估海岸线的稳定性,在沙质边坡上应用了三十个周期的缓慢模拟的潮流。随着潮汐沿坡面向上移动,发生了明显的泥沙分离。对于较陡的斜坡,一个潮汐事件足以使斜坡坍塌至土壤的休止角(约35度)。随后的潮汐周期逐渐侵蚀了表层沉积物,从而进一步减小了坡度角(每个潮汐事件平均为0.2度)。不管初始坡度如何,这些机理对于所有坡度都是相似的。在潮汐模拟之前,通过用巴氏孢子虫和胶结溶液(0.7 M CaCl2和尿素)处理53°的陡坡和35度的易腐蚀坡角来评估MICP,作为补救措施。 MICP每m(3)土壤产生120千克方解石,填充了9.9%的孔隙空间。水泥砂可承受高达470 kPa的无侧向压应力,并显示出明显改善的边坡稳定性。两个斜坡都可以忽略不计的泥沙侵蚀。通过努力优化坡度和进一步考虑环境因素(包括边坡饱和度对MICP处理,盐水和河口/沿海生态等的影响),MICP工艺证明了保护前陆坡地的希望。 (C)2015 Elsevier B.V.保留所有权利。

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