Journal of Engineering Geology

fa بررسی تأثیر نانوکائولینیت بر خصوصیات مقاومتی خاک لس سیلتی شهرستان کلاله (استان گلستان) Investigating the Effect of Nano-Kaolinite on Strength Characteristics of Silty Loess Soil of Kalaleh City (Golestan Province) زمین شناسی مهندسی Engineering Geology مقاله پژوهشی Original Research در این پژوهش تأثیر نانوکائولینیت بر خصوصیات مقاومتی خاک لس سیلتی بررسی شده است. برای این منظور نمونه‌ای خاک لس سیلتی از شهرستان کلاله استان گلستان تهیه و آزمایشهای مقاومت فشاری تک‌محوری و برش مستقیم به‌منظور تعیین خصوصیات مقاومتی شامل مقاومت فشاری تک‌محوری، مدول الاستیسیته، چسبندگی و زاویۀ اصطکاک داخلی روی آن انجام شد. آزمایشها برای نمونۀ خاک در حالت طبیعی (بدون افزودن نانوکائولینیت) و نمونههای با 5/0، 1 و 5/1، 2، 3 و 4 درصد وزنی نانوکائولینیت انجام شد. تجزیه و تحلیل نتایج نشان میدهد که با افزایش نانوکائولیت تا 2 درصد، باعث افزایش در مقاومت فشاری تک‌محوری از 12/1 به 19/1 کیلوگرم بر سانتی‌مترمربع، مدول الاستیسیته از 89/15 به 10/18 کیلوگرم بر سانتی‌مترمربع و چسبندگی از 09/0 به 16/0 کیلوگرم بر سانتی‌مترمربع شده است. با این حال افزودن بیش از 2 درصد نانوکائولینیت باعث تغییرات محسوسی در خصوصیات مقاومتی نشده است. علاوه بر این افزایش نانوکائولینیت تأثیر محسوس افزایشی یا کاهشی روی زاویۀ اصطکاک داخلی نداشته و مقدار آن با تغییرات نانوکائولینیت تقریباً ثابت مانده است. بر اساس نتایج حاصل میتوان از افزودن نانوکائولینیت تا 2 درصد وزنی برای بهبود خصوصیات مقاومتی خاکهای لسی شهرستان کلاله استفاده کرد. Introduction Loess soil is one of the problematic soils that should be improved its geotechnical properties before the project is implemented. Lack of attention to this issue has caused in many problems for civil projects in Golestan province. This has been more evident in some of the rural areas built on this type of soil. Moreover there are many reports regarding different geological hazard such as subsidence, divergence, erosion and landslide in Golestan loess soil. Among the different types of loess soils found in Golestan province, silty loess should be given more attention due to their large extent and being the bed soil of many villages, and many reports of its hazards. One of the methods for improving soil mechanical behavior and its geotechnical properties is to use additives to reduce geological hazards. Due to the fine-grained structure of loess soils, the application of nanoparticles is more efficient and could result in solving many of the related problems. Nanotechnology is new scientific field which affects many aspects of engineering and in recent years, many efforts have been made to use this new technology in various geotechnical branches. So far, research has been carried out on the improvement of various soil types with additives such as cement, bitumen, ash, lime and various types of nanoparticles. Nowadays, the use of nanoparticle additives due to reduction of environmental pollution than other additives has a wider application in improving the physical and chemical properties of problematic soils. In the present study, the effect of nano-kaolinite on strength properties including uniaxial compressive strength, elasticity modulus, cohesion, and internal friction angle of silty Loess in Kalaleh city of Golestan province have been investigated. Material and methods In order to carry out the present research, sample of the silty loess soil from Kaleh city of Golestan province was collected and prepared. Then, 0.5, 1, 1.5, 2, 3 and 4 weight percent of nano-kaolinite were added to soil samples. The soil samples were prepared in a natural state (without additives) and with the additive for uniaxial compressive strength and direct shear tests. Strength properties of soil specimens including uniaxial compressive strength, elastic modulus (based on uniaxial compressive strength test), cohesion and internal friction angle (based on direct shear testing) were determined for native soil and its mixture with different percentage of nano-kaolinite. The data were analyzed and the effect of nano-kaolinite on the strength properties of the silty loess soil sample was investigated. Results and discussion Uniaxial compressive strength and modulus of elasticity have been increased with increasing amount of nano-kaolinite, and after 2% nano-kaolinite, increase in nano-kaolinite did not have any significant effect on uniaxial compressive strength and modulus of elasticity. The uniaxial compressive strength and the modulus of soil elasticity in the natural state (without nano-kaolinite) are 1.12 and 15.89 kg/cm2 respectively, and when 2% of the nano-kaolinite is added to the soil, the values of these properties are maximal and reached to 1.19 and 18.10 kg/cm2, respectively. For native soil (without nano-kaolinite), the cohesion value is equal to 0.09 kg/cm2, and with increasing nano-kaolinite from 0.5 to 2%, the cohesion shows an incremental trend and reached to 0.16 kg/cm2. With increasing the additive percent from 2 to 4% the amount of cohesion were constant and equal to 0.16 kg/cm2. The increasing of cohesion can be attributed to the fact that nanoparticles enhanced water absorption of soil particles which caused in better cohesion and also they affected chemical actions and surface electrical charge of soil particles. Conclusion The results of the uniaxial compressive strength tests show that adding up to 2 weight percent Nano-kaolinite to the dry soil increases the uniaxial compressive strength and modulus of elasticity of sil<a name="_GoBack"></a>ty loess soil in the Golestan province, which can be due to proper locking between the nanoparticles and soil particles and increased cohesion. The results of direct shear tests showed that adding up to 2% nano-kaolinite to dry soil increased the cohesion of the soil and consequently increased the shear strength of the soil. On the other hand, adding the different amount of nano-kaolinite has not changed much in the internal friction angle of the silty loess soil in the Golestan province.     لس سیلتی, نانوکائولینیت, خصوصیات مقاومتی. Silty loess, Nano-kaolinite, Strength properties 557 580 http://jeg.khu.ac.ir/browse.php?a_code=A-10-1640-2&slc_lang=fa&sid=1 Rasool Yazarloo رسول یازرلو r_yazarloo@yahoo.com 10031947532846004765 10031947532846004765 No دانشگاه آزاد اسلامی، واحد گنبدکاوس، گروه مهندسی عمران Amin Jamshidi امین جمشیدی jamshidi.am@lu.ac.ir 10031947532846004766 10031947532846004766 Yes دانشگاه لرستان، گروه زمین‌شناسی Seyed Abdolghader Amanzadeh سید عبدالقادر امان زاده amanzadeh20871@yahoo.com 10031947532846004767 10031947532846004767 No مؤسسۀ آموزش عالی شمس گنبد کاوس، گروه مهندسی عمران Abuzar Esfandyaripur ابوذر اسفندیاری پور a_esfandyari317@yahoo.com 10031947532846004768 10031947532846004768 No دانشگاه آزاد‌اسلامی، واحد گرگان، گروه مهندسی عمران