K. Onyelowe, F. Aneke, M. Onyia, A. Ebid, Thompson Usungedo
{"title":"基于AI(ANN、GP和EPR)的HSDA处理黑棉土可持续路基容重、线性体积收缩和干燥开裂预测模型","authors":"K. Onyelowe, F. Aneke, M. Onyia, A. Ebid, Thompson Usungedo","doi":"10.1080/17486025.2022.2090621","DOIUrl":null,"url":null,"abstract":"ABSTRACT AI-based bi-input predictive models have been executed to forecast the bulk density, linear and volumetric shrinkages and desiccation cracking of HSDA-treated black cotton soil (BCS) for sustainable subgrade construction purposes. The BCS was characterised and classified as A-7 group soil with high plasticity and poorly graded condition. Sawdust ash was obtained by combusting sawdust and sieving through 2.35 mm aperture sieve. It was further activated by blending it with pre-formulated activator material (a blend of 8 M NaOH solution and NaSiO2 in 1:1 ratio) to derive waste-based HSDA. The HSDA was further used in wt % of 3, 6, 9, and 12 to treat the BCS. The treated samples were compacted in the standard proctor moulds, cured for 24 h and extruded. The desiccation tests were then performed on the prepared specimens by drying them at a temp of 102°C for 30 days and behavioural changes in weight, height, diameter, average crack development, etc., were taken throughout the period. Multiple data sets were collected for the references test, and treated specimens of 3, 6, 9, and 12% wt HSDA of the soil for 30 drying days. XRF and SEM tests were also conducted to determine the pozzolanic strength via the chemical oxide composition, three chemical moduli (TCM) and the microstructural arrangement of the experimental materials and the treated BCS. The XRF tests showed that the experimental materials had less pozzolanic strength, which improved with the treated blends thereby forming stabilised mass of BCS. Also, it showed the silica moduli of the TCM dominated the stabilisation of the soil with waste-based HSDA. SEM tests showed increased formation of ettringite and gels with the addition of the HSDA. The data collected was subjected intelligent models’ prediction using ANN, GP and EPR for the four outcomes; BD, CW, LS and VS of the HSDA-treated BCS. The models’ performance showed that EPR outclassed the other techniques in predicting BD and CW with accuracies of 98.2% and 92.7% and minimal error, while ANN outclassed the other techniques in predicting LS and VS with accuracies of 98.8% and 99.3% and minimal error, respectively.","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":null,"pages":null},"PeriodicalIF":1.7000,"publicationDate":"2022-06-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"AI (ANN, GP, and EPR)-based predictive models of bulk density, linear-volumetric shrinkage & desiccation cracking of HSDA-treated black cotton soil for sustainable subgrade\",\"authors\":\"K. Onyelowe, F. Aneke, M. Onyia, A. 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引用次数: 2
摘要
摘要基于人工智能的双输入预测模型已被用于预测HSDA处理的黑棉土(BCS)的体积密度、线性和体积收缩以及干燥开裂,以实现可持续的路基施工目的。BCS的特征和分类为A-7组土壤,具有高塑性和较差的级配条件。木屑灰是通过燃烧木屑并通过2.35筛分得到的 mm孔径筛。通过将其与预先配制的活化剂材料(8 M NaOH溶液和NaSiO2以1:1的比例)以得到基于废物的HSDA。HSDA进一步以重量%的3、6、9和12用于处理BCS。处理后的样品在标准普氏模具中压实,固化24小时 h并挤出。然后,通过在102°C的温度下干燥30,对制备的样品进行干燥试验 天数和重量、高度、直径、平均裂纹发展等方面的行为变化。为参考试验收集了多个数据集,并对3、6、9和12%wt HSDA的土壤样品进行了30天的干燥处理。还进行了XRF和SEM测试,通过实验材料和处理过的BCS的化学氧化物组成、三种化学模量(TCM)和微观结构排列来确定火山灰强度。XRF测试表明,实验材料的火山灰强度较低,经处理的共混物提高了火山灰强度,从而形成稳定质量的BCS。此外,它还表明TCM的二氧化硅模量主导了基于废物的HSDA对土壤的稳定。SEM测试表明,随着HSDA的加入,钙矾石和凝胶的形成增加。采用人工神经网络、GP和EPR对收集到的数据进行智能模型预测;HSDA处理的BCS的BD、CW、LS和VS。模型的性能表明,EPR在预测BD和CW方面优于其他技术,准确率分别为98.2%和92.7%,误差最小;而ANN在预测LS和VS方面优于其他方法,准确度分别为98.8%和99.3%,误差最小。
AI (ANN, GP, and EPR)-based predictive models of bulk density, linear-volumetric shrinkage & desiccation cracking of HSDA-treated black cotton soil for sustainable subgrade
ABSTRACT AI-based bi-input predictive models have been executed to forecast the bulk density, linear and volumetric shrinkages and desiccation cracking of HSDA-treated black cotton soil (BCS) for sustainable subgrade construction purposes. The BCS was characterised and classified as A-7 group soil with high plasticity and poorly graded condition. Sawdust ash was obtained by combusting sawdust and sieving through 2.35 mm aperture sieve. It was further activated by blending it with pre-formulated activator material (a blend of 8 M NaOH solution and NaSiO2 in 1:1 ratio) to derive waste-based HSDA. The HSDA was further used in wt % of 3, 6, 9, and 12 to treat the BCS. The treated samples were compacted in the standard proctor moulds, cured for 24 h and extruded. The desiccation tests were then performed on the prepared specimens by drying them at a temp of 102°C for 30 days and behavioural changes in weight, height, diameter, average crack development, etc., were taken throughout the period. Multiple data sets were collected for the references test, and treated specimens of 3, 6, 9, and 12% wt HSDA of the soil for 30 drying days. XRF and SEM tests were also conducted to determine the pozzolanic strength via the chemical oxide composition, three chemical moduli (TCM) and the microstructural arrangement of the experimental materials and the treated BCS. The XRF tests showed that the experimental materials had less pozzolanic strength, which improved with the treated blends thereby forming stabilised mass of BCS. Also, it showed the silica moduli of the TCM dominated the stabilisation of the soil with waste-based HSDA. SEM tests showed increased formation of ettringite and gels with the addition of the HSDA. The data collected was subjected intelligent models’ prediction using ANN, GP and EPR for the four outcomes; BD, CW, LS and VS of the HSDA-treated BCS. The models’ performance showed that EPR outclassed the other techniques in predicting BD and CW with accuracies of 98.2% and 92.7% and minimal error, while ANN outclassed the other techniques in predicting LS and VS with accuracies of 98.8% and 99.3% and minimal error, respectively.
期刊介绍:
Geomechanics is concerned with the application of the principle of mechanics to earth-materials (namely geo-material). Geoengineering covers a wide range of engineering disciplines related to geo-materials, such as foundation engineering, slope engineering, tunnelling, rock engineering, engineering geology and geo-environmental engineering. Geomechanics and Geoengineering is a major publication channel for research in the areas of soil and rock mechanics, geotechnical and geological engineering, engineering geology, geo-environmental engineering and all geo-material related engineering and science disciplines. The Journal provides an international forum for the exchange of innovative ideas, especially between researchers in Asia and the rest of the world.