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contributor authorInsha Wani
contributor authorHimanshu Kumar
contributor authorSanjay Mavinkere Rangappa
contributor authorLin Peng
contributor authorSuchart Siengchin
contributor authorVinod Kushvaha
date accessioned2022-01-30T22:38:48Z
date available2022-01-30T22:38:48Z
date issued1/1/2021
identifier other(ASCE)HZ.2153-5515.0000561.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269337
description abstractThis study aims to understand the influence of compaction state, and the drying–wetting cycles on cracks propagation in biochar-amended soils (BAS). The objective of the study is to carry out multiple regression analysis (MRA) and develop a multiple regression model (MRM) for estimating the crack intensity in BAS based on basic soil and biochar properties. MRA can help to understand the impact of each parameter, such as compaction, plastic limit, liquid limit, biochar content (%), and the specific gravity of soil on the crack intensity. To obtain the objective, the soil and various biochar were mixed and compacted at 65% and 80% of maximum dry density (MDD). Observations were made that wood biochar (WB) had a higher resistance to crack propagation as compared with pig manure biochar (PMB). MRA shows that there is a reduction in crack intensity with an increase in the biochar content. It was also observed that as specific gravity and plastic limit (PL) increase, the crack intensity of samples also increases. The effect of PL is more pronounced in WB as compared with PMB. The proposed MRM provides a preliminary qualitative information of cracks intensity in samples when basic soil properties are known.
publisherASCE
titleMultiple Regression Model for Predicting Cracks in Soil Amended with Pig Manure Biochar and Wood Biochar
typeJournal Paper
journal volume25
journal issue1
journal titleJournal of Hazardous, Toxic, and Radioactive Waste
identifier doi10.1061/(ASCE)HZ.2153-5515.0000561
journal fristpage04020061
journal lastpage04020061-8
page8
treeJournal of Hazardous, Toxic, and Radioactive Waste:;2021:;Volume ( 025 ):;issue: 001
contenttypeFulltext


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