Abstract
The purpose of this paper is to elaborate on the primary topic covered in the published article titled “Direct Shear Characteristics of Enzymatically Cemented Sands” in KSCE Journal of Civil Engineering. This additional content aims to augment the paper’s coherence and make it suitable for discussion, authored by Alwalan et al. (2023).
Similar content being viewed by others
References
Alwalan M, Almajed A, Lemboye K, Alnuaim A (2023) Direct shear characteristics of enzymatically cemented sands. KSCE Journal of Civil Engineering 27(4):1512–1525, DOI: https://doi.org/10.1007/s12205-023-0817-2
Azaiez H, Cherif Taiba A, Mahmoudi Y, Belkhatir M (2021a) Characterization of granular materials treated with fly ash for road infrastructure applications. Transportation Infrastructure Geotechnology 8:228–253 DOI: https://doi.org/10.1007/s40515-020-00135-6
Azaiez H, Cherif Taiba A, Mahmoudi Y, Belkhatir M (2021b) Shear characteristics of fly ash improved sand as an embankment material for road infrastructure purpose. Innovative Infrastructure Solutions 6:148, DOI: https://doi.org/10.1007/s41062-021-00517-w
Bolton MD (1986) The strength and dilatancy of sands. Géotechnique 36(1):65–78, DOI: https://doi.org/10.1680/geot.1986.36.1.65
Chakraborty T, Salgado R (2010) Dilatancy and shear strength of sand at low confining pressures. Journal of Geotechnical and Geoenvironmental Engineering 136(3):527–532, DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000237
Chang CS, Yin ZY (2011) Micromechanical modeling for behavior of silty sand with influence of fine content. International Journal of Solids and Structures 48(19):2655–2667, DOI: https://doi.org/10.1016/j.ijsolstr.2011.05.014
Cherif Taiba A, Mahmoudi Y, Azaiez H, Belkhatir M (2022a) Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: A state-of-the art review. Geomechanics and Geoengineering: An International Journal, DOI: https://doi.org/10.1080/17486025.2022.2044076
Cherif Taiba A, Mahmoudi Y, Belkhatir M (2022b) Reply to the Discussion: Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: A state-of-the art review. Geomechanics and Geoengineering: An International Journal, DOI: https://doi.org/10.1080/17486025.2022.2153176
Doumi K, Mahmoudi Y, Cherif Taiba A, Baille W, Belkhatir M (2021) Infuence of the particle size on the flow potential and friction index of partially saturated sandy soils. Transportation Infrastructure Geotechnology, DOI: https://doi.org/10.1007/s40515-021-00193-4
Fioravante V (2002) On the shaft friction modeling of non-displacement piles in sand. Soils Found. 42(2):23–33, DOI: https://doi.org/10.3208/sandf.42.2_23
Guzman IL, Iskander M (2014) A transparent aqueous-saturated sand surrogate for use in physical modeling. Acta Geotech. 9(2):187–206, DOI: https://doi.org/10.1007/s11440-013-0247-2
Kong X, Liu J, Zou D, Liu H, Asce M (2016) Stress-dilatancy relationship of Zipingpu gravel under cyclic loading in triaxial stress states. International Journal of Geomechanics 16(4):04016001, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000584
Lings ML, Dietz MS (2005) The peak strength of sand-steel interfaces and the role of dilation. Soils and Foundations 45(6):1–14, DOI: https://doi.org/10.3208/sandf.45.1
Mahmoudi Y, Cherif Taiba A, Hazout L, Belkhatir M (2021) Friction and maximum dilatancy angles of granular soils incorporating low plastic fines and depositional techniques effects. European Journal of Environmental and Civil Engineering, DOI: https://doi.org/10.1080/19648189.2021.1999334
Nejad AA, Lashkari A, Shourijeh PT (2017) Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces. Geotextiles and Geomembranes, DOI: https://doi.org/10.1016/j.geotexmem.2016.07.005
Nimbalkar S, Indraratna B, Dash SK, Christie D (2012) Improved performance of railway ballast under impact loads using shock mats. Journal of Geotechnical and Geoenvironmental Engineering 138(3):281–294, DOI: https://doi.org/10.1061/(asce)gt.1943-5606.0000598
Strahler A, Stuedlein AW, Arduino PW (2016) Stress-strain response and dilatancy of sandy gravel in triaxial compression and plane strain. Journal of Geotechnical and Geoenvironmental Engineering 142(4):04015098, DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001435
Taibi A, Mahmoudi Y, Cherif Taiba A, Azaiez H, Belkhatir M (2023) Fly ash effects on the stress-dilatancy relation of coarse soils: Particle morphology role. Geotechnical and Geological Engineering, DOI: https://doi.org/10.1007/s10706-023-02412-w
Vaid YP, Sasitharan S (1992) The strength and dilatancy of sand. Canadian Geotechnical Journal 29(3):522–526, DOI: https://doi.org/10.1139/t92-058
Vieira CS, de Lurdes Lopes M, Caldeira, L (2015) Sand-woven geotextile interfaces shear strength by direct shear and simple shear tests. Geomechanics and Engineering 9(5):601–618, DOI: https://doi.org/10.12989/gae.2015.9.5.601
Xiao Y, Desai CS (2016) General stress-dilatancy relation for granular soils. Journal of Geotechnical and Geoenvironmental Engineering 142(4):02816001, DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001473
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Alwalan, M., Almajed, A., Lemboye, K. et al. Discussion of “Direct Shear Characteristics of Enzymatically Cemented Sands” by Mohammed Alwalan, Abdullah Almajed, Kehinde Lemboye and Ahmed Alnuaim. KSCE J Civ Eng 27, 2497–2499 (2023). https://doi.org/10.1007/s12205-023-0499-9
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-023-0499-9