شبیه‌سازی رفتار تراکم خاک زراعی با روش اجزاء محدود و تکنیک پردازش تصویر

نوع مقاله : مقاله پژوهشی

نویسندگان

1 گروه مهندسی بیوسیستم، دانشکده کشاورزی، دانشگاه بوعلی سینا، همدان، ایران

2 فارغ التحصیل کارشناسی ارشد، گروه مهندسی بیوسیستم، دانشکده کشاورزی، دانشگاه بوعلی سینا، همدان، ایران

چکیده

چکیده: تراکم خاک به فرآیندی که سبب افزایش چگالی ظاهری، کاهش حجم و پیوستگی منافذ، کاهش نفوذپذیری آبی و هوایی خاک و افزایش مقاومت مکانیکی می­گردد، اطلاق می‌شود. یکی از پارامترهای مهم ارزیابی تراکم خاک، تنش پیش-تراکمی می‌باشد که اغلب به ‌عنوان تنش در آستانه تراکم خاک، محسوب می‌شود. آزمون نشست صفحه­ای روشی مناسب برای تعیین تنش پیش تراکمی خاک می­باشد. در این تحقیق، آزمون تجربی نشست صفحه­ای، روی یک نمونه خاک زراعی (شنی رسی لومی) در سطح محتوای رطوبتی 15 درصد بر پایه خشک و چگالی 1500 کیلوگرم بر مترمکعب انجام شد و خواص مکانیکی خاک تعیین شدند. سپس آزمون نشست صفحه­ای به روش اجزاء محدود به‌صورت دو بعدی و متقارن در نرم­افزار آباکوس شبیه­سازی و تنش پیش­تراکمی با این روش نیز پیش­بینی شد. همچنین میزان تغییرات تنش و جابجایی در لایه­های عرضی و عمقی خاک زراعی تجزیه‌ و تحلیل شدند. بین داده­های استخراج شده از مدل شبیه­سازی و داده­های تجربی تطابق بالایی بین آن‌ها وجود داشت (R2 =0.99). بررسی توزیع تنش فشاری و جابجایی در لایه­های مختلف در عمق خاک‌ نشان داد که مقدار تنش و جابجایی در لایه­های نزدیک به سطح بارگذاری بیشتر و با پیشروی به سمت لایه­های زیرین از مقدار تنش و جابجایی کاسته می­شود. همچنین، در این پژوهش، از تکنیک پردازش تصویر نرم‌افزار متلب[1] به ‌عنوان روشی برای تخمین میزان تراکم خاک استفاده شد. به­عنوان نتیجه­گیری کلی، می­توان از هر دو روش اجزاء محدود و پردازش تصویر برای تشخیص ناحیه فشرده شده خاک استفاده نمود.
 
[1] MATLAB

کلیدواژه‌ها


عنوان مقاله [English]

Simulation of Arable Soil Compaction Behavior by Finite Element Method and Image Processing Technique

نویسندگان [English]

  • mojtaba jaberimoeaz 1
  • donya akbari 2
1 Department of Biosystems Engineering, Faculty of Agriculture, Bu-Ali Sina University, Hamedan, Iran.
2 Graduate Student, Department of Biosystems Engineering, Faculty of Agriculture, Bu-Ali Sina University, Hamedan, Iran
چکیده [English]

ABSTRACT: Soil compaction refers to process that increases density, decreases volume and continuity of pores, decreases water and air permeability, and increases mechanical strength. One of important parameters for evaluation of soil compaction is pre-compaction stress, which is often considered as stress at threshold of soil compaction. Plate sinkage test is an appropriate method for determining soil pre-compaction stress. In this research, for determining pre-compaction stress the experimental test of plate sinkage was used on a sample of arable soil (sandy clay loam) at the level of 15% moisture content based on dryness and density 1500 kg.m-3. Then mechanical properties of soil was determined. Plate sinkage test was simulated as the form of two-dimensional and symmetric in Abaqus software and the pre-compression stress was also predicted by this method. Also, the amount of stress and displacement changes in the transverse and longitudinal layers of arable soil were analyzed. There was a high correlation (R2 =0.99) between the data extracted from the simulation model and the experimental data. Examination of compressive stress and displacement in different layers in the soil depth showed that the amount of stress and displacement in layers close to load level is more and decreases amount of stress and displacement as it progresses to the lower layers. Also, in this research, image processing technique by MATLAB software has been applied as a method to estimate soil compaction. As a general conclusion, the finite element method and image processing can be used for assessment of compacted region of soil.

کلیدواژه‌ها [English]

  • pre-compression stress
  • Stress distribution
  • Drucker–Prager
  • plate sinkage
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