Evaluation of the Effect of Binary Fly Ash-Lime Mixture on the Bearing Capacity of Natural Soils: A Comparison with Two Conventional Stabilizers Lime and Portland Cement DOI Open Access
Yhan Paul Arias, Diana Gómez-Cano, Gloria Isabel Carvajal Peláez

и другие.

Materials, Год журнала: 2023, Номер 16(11), С. 3996 - 3996

Опубликована: Май 26, 2023

This study evaluates a binary mixture of fly ash and lime as stabilizer for natural soils. A comparative analysis was performed on the effect bearing capacity silty, sandy clayey soils after addition ordinary Portland cement conventional stabilizers, non-conventional product Ca(OH)2 called FLM. Laboratory tests were carried out to evaluate additions stabilized by unconfined compressive strength (UCS). In addition, mineralogical validate presence cementitious phases due chemical reactions with FLM performed. The highest UCS values found in that required water demand compaction. Thus, silty soil added reached 10 MPa 28 days curing, which agreement pastes, where moistures higher than 20% showed best mechanical characteristics. Furthermore, 120 m long track built its structural behavior months. An increase 200% resilient modulus FLM-stabilized identified, decrease up 50% roughness index FLM, (L) Ordinary Cement (OPC)-stabilized compared without resulting more functional surfaces.

Язык: Английский

Simultaneous influences of nanomaterial and fiber reinforcement on enhancing the mechanical performance of geopolymer stabilized soft clayey soils DOI
Hassan Khosravi, Amir Reza Goodarzi, Seyed Hamid Lajevardi

и другие.

Journal of Central South University, Год журнала: 2025, Номер 32(2), С. 597 - 623

Опубликована: Фев. 1, 2025

Язык: Английский

Процитировано

0
Stabilization of organic soil using GGBS-based geopolymer and hybrid alkali-activated cement: a deep mixing model approach DOI
Mithilesh Singh,

Muhsina Shirin Barbhuiya,

Monowar Hussain

и другие.

International Journal of Geotechnical Engineering, Год журнала: 2025, Номер unknown, С. 1 - 26

Опубликована: Май 20, 2025

Язык: Английский

Процитировано

0
Impact of Recycled Macro-synthetic Fibers on Kaolin Soil Stabilized with Lime Kiln Dust and Volcanic Ash DOI Creative Commons

Mohammad Hadi Hatefi,

Mahyar Arabani, Meghdad Payan

и другие.

Case Studies in Construction Materials, Год журнала: 2025, Номер unknown, С. e04830 - e04830

Опубликована: Май 1, 2025

Язык: Английский

Процитировано

0
Rice husk ash-carbide lime as an alternative binder for waste foundry sand stabilization DOI

Giovana Pelisser,

Suéllen Tonatto Ferrazzo,

Jonas Duarte Mota

и другие.

Environmental Science and Pollution Research, Год журнала: 2023, Номер 30(14), С. 42176 - 42191

Опубликована: Янв. 16, 2023

Язык: Английский

Процитировано

7
Evaluation of the Effect of Binary Fly Ash-Lime Mixture on the Bearing Capacity of Natural Soils: A Comparison with Two Conventional Stabilizers Lime and Portland Cement DOI Open Access
Yhan Paul Arias, Diana Gómez-Cano, Gloria Isabel Carvajal Peláez

и другие.

Materials, Год журнала: 2023, Номер 16(11), С. 3996 - 3996

Опубликована: Май 26, 2023

This study evaluates a binary mixture of fly ash and lime as stabilizer for natural soils. A comparative analysis was performed on the effect bearing capacity silty, sandy clayey soils after addition ordinary Portland cement conventional stabilizers, non-conventional product Ca(OH)2 called FLM. Laboratory tests were carried out to evaluate additions stabilized by unconfined compressive strength (UCS). In addition, mineralogical validate presence cementitious phases due chemical reactions with FLM performed. The highest UCS values found in that required water demand compaction. Thus, silty soil added reached 10 MPa 28 days curing, which agreement pastes, where moistures higher than 20% showed best mechanical characteristics. Furthermore, 120 m long track built its structural behavior months. An increase 200% resilient modulus FLM-stabilized identified, decrease up 50% roughness index FLM, (L) Ordinary Cement (OPC)-stabilized compared without resulting more functional surfaces.

Язык: Английский

Процитировано

7