Behaviour of Cement-Stabilised Lateritic Soil: An Experimental Study DOI
Mohammad Jawed Roshan, Ahmad Safuan A. Rashid, Siti Norafida Jusoh

и другие.

Indian geotechnical journal, Год журнала: 2024, Номер unknown

Опубликована: Ноя. 28, 2024

Язык: Английский

Prediction of dynamic shear modulus of saturated coral sand based on explainable artificial intelligence DOI
Bin Ruan, Guo Yang,

Zhenglong Zhou

и другие.

Construction and Building Materials, Год журнала: 2025, Номер 461, С. 139878 - 139878

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

3
A Scientometrics Review of Soil Properties Prediction Using Soft Computing Approaches DOI
Jitendra Khatti, Kamaldeep Singh Grover

Archives of Computational Methods in Engineering, Год журнала: 2023, Номер 31(3), С. 1519 - 1553

Опубликована: Ноя. 24, 2023

Язык: Английский

Процитировано

24
Evaluation procedure for damage detection by a self-sensing cement composite DOI Creative Commons
Mohammad Jawed Roshan, Mohammadmahdi Abedi, Raúl Fangueiro

и другие.

Measurement, Год журнала: 2024, Номер 226, С. 114149 - 114149

Опубликована: Янв. 6, 2024

Health and safety are relevant in transportation infrastructures. Most health evaluations performed by spot measurements using conventional transducers. This study aims to explore a self-sensing composite that can be integrated into structural layer of pavement or rail track continuously evaluate the full performance critical zones anticipate damage occurrence. For this purpose, 10 % cement-stabilized standard sand used layers was transformed synergistic incorporation 3 4 multiwalled carbon nanotubes (MWCNTs) graphene nanoplatelets (GNPs). In addition, Pluronic F-127 tributyl phosphate 97 (TBP) were for better dispersion nanomaterials mixture, these materials compacted at maximum density optimum moisture conditions. Through detailed laboratory investigation, including piezoresistivity measurements, digital image correlation (DIC), microstructure analysis through scanning electron microscopy (SEM), it possible propose novel method detect propagation under monotonic loading based on changing slope normalized electrical resistance against time. supported theoretical background able explain emergence result increasing hence fractional changes (FCR).

Язык: Английский

Процитировано

10
Efficient prediction of California bearing ratio in solid waste-cement-stabilized soil using improved hybrid extreme gradient boosting model DOI
Yiliang Tu, Qianglong Yao, Shuitao Gu

и другие.

Materials Today Communications, Год журнала: 2025, Номер 43, С. 111627 - 111627

Опубликована: Янв. 15, 2025

Язык: Английский

Процитировано

1
Geotechnical characteristics of cement stabilized soils from various aspects: A comprehensive review DOI
Mohammad Jawed Roshan,

Ahmad Safuan Bin A. Rashid

Arabian Journal of Geosciences, Год журнала: 2023, Номер 17(1)

Опубликована: Дек. 4, 2023

Язык: Английский

Процитировано

17
An optimization DEM modelling method for soil-fibre undrained cyclic loading tests model based on the influence range of fibre DOI
Xiaohua Bao,

Zhizao Bao,

Jun Shen

и другие.

Computers and Geotechnics, Год журнала: 2024, Номер 177, С. 106846 - 106846

Опубликована: Окт. 24, 2024

Язык: Английский

Процитировано

4
Assessing the strength of lime-treated clayey soil reinforced with PET: a ML-based data-derived approach DOI Creative Commons
Javadreza Vahedi, Mehdi Koohmishi

Results in Engineering, Год журнала: 2025, Номер unknown, С. 103913 - 103913

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

0
CONSOLIDATION AND PERMEABILITY CHARACTERISTICS OF LIQUEFIED STABILIZED SOIL PREPARED BY VARIOUS SLURRY DENSITIES DOI Open Access

B.S Xi

International Journal of Geomate, Год журнала: 2025, Номер 28(125)

Опубликована: Янв. 17, 2025

Permeability plays a pivotal role in geotechnical engineering, influencing the strength, deformation, and long-term performance of soil structures.Despite growing interest liquefied stabilized (LSS) as sustainable backfill material, there is limited research on its use projects with low permeability requirements.In order to investigate consolidation properties LSS, series 1-D tests were conducted LSS slurry densities 1.216, 1.280, 1.344 g/cm³, cement content 100 kg/m³, fiber 0 10 kg/m³.The characteristics different compared, influence adding material was examined.The results indicate that coefficient decreases increasing pressure.The increases increase density minimally affected by amount fiber.The closely related density, added initial void ratio specimen.The content.The average 3×10⁻⁶ cm/s, which shows high resistance.

Язык: Английский

Процитировано

0
Enhancing Road Subgrade Strength with Lime Stabilised Residual Soil DOI
Roslizayati Razali, Mohammad Jawed Roshan, Ahmad Safuan A. Rashid

и другие.

International Journal of Pavement Research and Technology, Год журнала: 2025, Номер unknown

Опубликована: Март 3, 2025

Язык: Английский

Процитировано

0
Performance comparison of polypropylene and elastic fibers in enhancing the flexural behavior of lime-stabilized kaolinite clay DOI
Mahmood Reza Abdi,

Ejaz Ahmed Abbasi,

Mahdi Safdari Seh Gonbad

и другие.

Construction and Building Materials, Год журнала: 2025, Номер 478, С. 141422 - 141422

Опубликована: Апрель 21, 2025

Язык: Английский

Процитировано

0