首页> 外文会议>International Integrated Engineering Summit >Biocementation Potential Of Tropical Residue Soil Infused With Facultative Anaerobe Bacteria
【24h】

Biocementation Potential Of Tropical Residue Soil Infused With Facultative Anaerobe Bacteria

机译:热带残留土壤流入兼性厌氧菌的生物学潜力

获取原文

摘要

Biomediated soil improvement, a promising new branch of microbial geotechnology; which involved multi disciplines has successfully attracted abundant attentions among researchers, geotechnical engineers, and other industries practitioners. Few of the researches were conducted to examine the potential implementation of this technique on tropical residue soil. However, the uncertainties outcomes and inconsistency of bio mediated soil improvement, especially on the clayed soil have made this technique remained at the laboratory stage. Therefore, this paper intended to provide better understanding of this technique by investigating the relation between the bacteria, cementation reagents, and tropical residue soil. The residual soil was mixed with facultative anaerobe bacteria, Bacillus subtilis before it was compacted into a prefabricated PVC mould. The soil samples were treated with different treatment condition such as (1) control or untreated, (2) treated with cementation solution, (3) treated with bacteria only, and (4) treated with bacteria and Cementation reagent. A worth noting finding showed that the sample treated with bacteria and nutrient only has produced the highest increment of shear strength. This phenomenon might have been caused by the effect of the chemical reagent to the mineralogy of residue soil. The presence of the chemical reagents is believed to have weakened the shear strength of the tropical residual soil.
机译:生物化土壤改善,是微生物岩土工业的有前途的新分支;涉及多学科的研究人员,岩土工程师和其他行业从业者成功地吸引了丰富的关注。进行了很少的研究,以检查热带残留土壤上该技术的潜在实施。然而,生物介导的土壤改善的不确定性结果和不一致性,特别是在粘土土壤上使该技术保持在实验室阶段。因此,本文旨在通过研究细菌,胶结试剂和热带残留土壤之间的关系来提供对该技术的更好理解。将残留的土壤与骨灰厌氧细菌混合,枯草芽孢杆菌在将其压实到预制的PVC模具之前。用不同的处理条件处理土壤样品,例如(1)对照或未治疗,(2)用胶结溶液处理,(3)仅用细菌处理,并用细菌和胶结试剂处理的(4)。值得注意的发现表明,用细菌和营养处理的样品仅产生了剪切强度的最高增量。这种现象可能是由化学试剂对残留土矿物的影响引起的。认为化学试剂的存在削弱了热带残留土的剪切强度。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号