Title of article :
Soil Shrinkage Characterization of Low Plasticty Soil using Digital Image Analysis Process
Author/Authors :
Sharanya, A.G Department of Civil Engineering - National Institute of Technology - Warangal, India , Heeralal, M Department of Civil Engineering - National Institute of Technology - Warangal, India , Thyagaraj, T Department of Civil Engineering - Indian Institute of Technology - Madras, India
Abstract :
The purpose of this paper is to understand the shrinkage behaviour of low plasticity soil, which is prevalent in Warangal, India. In this study, the shrinkage mechanism and behaviour with suction variation are characterised and described using simple and reliable experimental approaches. The findings concern the changes in suction, water content, and void ratio of soil that has been air-dried from full saturation to dryness. The proposed framework employs two simple processes: one to calculate the suction potential and the other to characterise the shrinkage mechanism. The study also highlights the use of ImageJ software to capture sample shrinkage using digital image processing (DIP). The findings confirm the absence of macro pores, and the effects of capillary suction on the shrinkage response are reiterated in volume change studies using suction as a stress-state variable
Farsi abstract :
ﻫﺪف از اﯾﻦ ﻣﻘﺎﻟﻪ درك ﺑﻬﺘﺮ رﻓﺘﺎر ﭼﺮوﮐﯿﺪﮔﯽ ﺧﺎك ﺑﺎ ﺧﺎﺻﯿﺖ اﻧﻌﻄﺎف ﭘﺬﯾﺮي ﮐﻢ اﺳﺖ ﮐﻪ در واراﻧﮕﺎل ﻫﻨﺪ رواج دارد. در اﯾﻦ ﻣﻄﺎﻟﻌﻪ ، ﺳﺎزوﮐﺎر و رﻓﺘﺎر ﭼﺮوﮐﯿﺪﮔﯽ ﺑﺎ ﺗﻐﯿﯿﺮات ﻣﮑﺶ ﺑﺎ اﺳﺘﻔﺎده از روﯾﮑﺮدﻫﺎي آزﻣﺎﯾﺸﯽ ﺳﺎده و ﻗﺎﺑﻞ اﻋﺘﻤﺎد ﺗﻮﺻﯿﻒ ﻣﯽ ﺷﻮد. ﯾﺎﻓﺘﻪ ﻫﺎ ﻣﺮﺑﻮط ﺑﻪ ﺗﻐﯿﯿﺮ ﻣﮑﺶ ، ﻣﻘﺪار آب و ﻧﺴﺒﺖ درﺟﻪ ﺣﺮارت ﺧﺎﮐﯽ اﺳﺖ ﮐﻪ از اﺷﺒﺎع ﮐﺎﻣﻞ ﺑﻪ ﺧﺸﮑﯿﺪن در ﻫﻮا ﺧﺸﮏ ﺷﺪه اﺳﺖ. ﭼﺎرﭼﻮب ﭘﯿﺸﻨﻬﺎدي از دو ﻓﺮاﯾﻨﺪ ﺳﺎده اﺳﺘﻔﺎده ﻣﯽ ﮐﻨﺪ: ﯾﮑﯽ ﺑﺮاي ﻣﺤﺎﺳﺒﻪ ﭘﺘﺎﻧﺴﯿﻞ ﻣﮑﺶ و دﯾﮕﺮي ﺑﺮاي ﺗﻮﺻﯿﻒ ﻣﮑﺎﻧﯿﺰم اﻧﻘﺒﺎض. اﯾﻦ ﻣﻄﺎﻟﻌﻪ ﻫﻤﭽﻨﯿﻦ اﺳﺘﻔﺎده از ﻧﺮم اﻓﺰار ImageJ را ﺑﺮاي ﺟﻤﻊ آوري ﻧﻤﻮﻧﻪ ﺑﺎ اﺳﺘﻔﺎده از ﭘﺮدازش ﺗﺼﻮﯾﺮ دﯾﺠﯿﺘﺎل )DIP( ﺑﺮﺟﺴﺘﻪ ﻣﯽ ﮐﻨﺪ. اﯾﻦ ﯾﺎﻓﺘﻪ ﻫﺎ ﻋﺪم وﺟﻮد ﻣﺎﮐﺮوﭘﻮرﻫﺎ را ﺗﺄﯾﯿﺪ ﻣﯽ ﮐﻨﺪ و اﺛﺮات ﻣﮑﺶ ﻣﻮﯾﺮﮔﯽ ﺑﺮ ﭘﺎﺳﺦ اﻧﻘﺒﺎض در ﻣﻄﺎﻟﻌﺎت ﺗﻐﯿﯿﺮ ﺣﺠﻢ ﺑﺎ اﺳﺘﻔﺎده از ﻣﮑﺶ ﺑﻪ ﻋﻨﻮان ﯾﮏ ﻣﺘﻐﯿﺮ ﺣﺎﻟﺖ ﺗﻨﺶ ﺗﮑﺮار ﻣﯽ ﺷﻮد.
Keywords :
Water-retention , low-plasticity soil , shrinkage characterization , unsaturated soil , Digital image analysis , volumetric strain
Journal title :
International Journal of Engineering