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Tanah Gambut Melalui Uji Triaksial Consolidated Undrained Dan Unconsolidated Undrained

机译:泥炭地通过三轴固结不排水和不固结不排水测试

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摘要

. As the time goes by, developing of infrastructure must be able to do in various places, even on the peat soil area. However, peat soil is a type of soil that have a poor strength and not good enough to use as base of civil construction. According to that condition, it takes an effort to stabilize or increase the bearing capacity of peat soil, in this study will be use the addition of cellulolytic microorganisms in peat soil. That aims to decompose the fiber and cellulose into solid and simpler organic compounds. The kind of microorganism is bacteria, fungi, and actinomycetes. Volume of microorganisms that are added is equal to 10% of the total volume of soil in the container per stage of total 2 stages and with fermentation period for 65 days. The soil strength test which is conducted in this experiment is Consolidated Undrained (CU) and Unconsolidated Undrained (UU) triaxial tests. After the injection of microorganisms and 65 days fermentation, the result showed an increasing in shear strength of peat soil parameters, the value of cohesion and friction angle.
机译:。随着时间的流逝,即使在泥炭土地区,基础设施的开发也必须能够在各个地方进行。但是,泥炭土是一种强度较差且不足以用作土木建筑基础的土壤。根据这种情况,需要努力稳定或增加泥炭土的承载力,本研究将在泥炭土中添加纤维素分解微生物。目的是将纤维和纤维素分解为固体和较简单的有机化合物。微生物的种类是细菌,真菌和放线菌。每个阶段(总共2个阶段)中添加的微生物量等于容器中土壤总量的10%,发酵时间为65天。在该实验中进行的土壤强度测试是固结不排水(CU)和不固结不排水(UU)三轴测试。注入微生物并发酵65天后,结果表明泥炭土参数的抗剪强度,内聚力和摩擦角的值均增加。

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