TY - GEN
T1 - Revisión Sistemática de Literatura
T2 - 3rd LACCEI International Multiconference on Entrepreneurship, Innovation and Regional Development, LEIRD 2023
AU - Oscar, Bendezu Ibazeta Jhonaiker
AU - Luis, Neyra Torres José
N1 - Publisher Copyright:
© 2023 Latin American and Caribbean Consortium of Engineering Institutions. All rights reserved.
PY - 2023
Y1 - 2023
N2 - In this systematic review, it is analyzed and investigated how the effect of various polluting materials harmful to the environment can be used to improve soil stabilization. Several sources have been analyzed about the use of polluting residues such as rubber, concrete, glass, slag, ashes, polymers, among others. The analyzed results show that the dosages whose addition of Portland cement and sugar cane bagasse ash considerably increase the California Bearing Ratio (CBR) in soils whose classification is silty sand (SM), with variations ranging from 24.5% to 142%. On the other hand, there are analyzed results that show that the dosages whose addition of biomass ash and mining inerts increase the CBR on a smaller scale in soils whose classification is Inorganic Clay (CL) where it only increases from 2.1% to 2.6%, while the Plasticity Index (PI) manages to reduce from 54.7% to 32%. And for the dosages with rubber, in a first study it was observed that the CBR decreased from 26.27% to 22.70% and in a second study it was observed that the CBR increased from 5.2% to 12.2% in soils with CL classification. However, although there were some limitations such as the selection of not very old articles, the ease of access to paid articles and the inclusion of reliable sources that are not related to the proposed topic, the present study provides valuable and solid information that will be useful for future research related to soil stabilization.
AB - In this systematic review, it is analyzed and investigated how the effect of various polluting materials harmful to the environment can be used to improve soil stabilization. Several sources have been analyzed about the use of polluting residues such as rubber, concrete, glass, slag, ashes, polymers, among others. The analyzed results show that the dosages whose addition of Portland cement and sugar cane bagasse ash considerably increase the California Bearing Ratio (CBR) in soils whose classification is silty sand (SM), with variations ranging from 24.5% to 142%. On the other hand, there are analyzed results that show that the dosages whose addition of biomass ash and mining inerts increase the CBR on a smaller scale in soils whose classification is Inorganic Clay (CL) where it only increases from 2.1% to 2.6%, while the Plasticity Index (PI) manages to reduce from 54.7% to 32%. And for the dosages with rubber, in a first study it was observed that the CBR decreased from 26.27% to 22.70% and in a second study it was observed that the CBR increased from 5.2% to 12.2% in soils with CL classification. However, although there were some limitations such as the selection of not very old articles, the ease of access to paid articles and the inclusion of reliable sources that are not related to the proposed topic, the present study provides valuable and solid information that will be useful for future research related to soil stabilization.
KW - California Bearing Ratio
KW - ground improvement
KW - soil
KW - Soil stabilization
KW - subgrade improvement
UR - http://www.scopus.com/inward/record.url?scp=85187278263&partnerID=8YFLogxK
U2 - 10.18687/LEIRD2023.1.1.460
DO - 10.18687/LEIRD2023.1.1.460
M3 - Contribución a la conferencia
AN - SCOPUS:85187278263
T3 - Proceedings of the LACCEI international Multi-conference for Engineering, Education and Technology
BT - Proceedings of the 3rd LACCEI International Multiconference on Entrepreneurship, Innovation and Regional Development
Y2 - 4 December 2023 through 6 December 2023
ER -