Microstructural and strength variations in natural sands exposed to diverse environmental conditions

Case Studies in Construction Materials - Tập 19 - Trang e02403 - 2023
Hassan Tumwiine1, Mubashir Aziz1,2, Umair Ali1,2, Omar S.B. Al-Amoudi1,2, Shamsad Ahmad1,2, Abdulazeez Abdulraheem3
1Department of Civil and Environmental Engineering, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia
2Interdisciplinary Research Center for Construction and Building Materials, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia
3Department of Petroleum Engineering, King Fahd University of Petroleum and Minerals, Dhahran, 31261, Saudi Arabia

Tài liệu tham khảo

Mitchell, 2005

French, 2017

Wang, 2005, Physico-mechanical properties changes of Qinghai-Tibet clay due to cyclic freezing and thawing, Yanshilixue Yu Gongcheng XuebaoChinese J. Rock. Mech. Eng., vol. 24, 4313

Broms, 1964, Shear strength of a soil after freezing and thawing, J. Soil Mech. Found. Div., vol. 90, 1, 10.1061/JSFEAQ.0000629

Yong, 1985, Alteration of soil behaviour after cyclic freezing and thawing, Int. Symp. . Ground Freez., 4, 187

Wong, 1991, Cyclical closed-system freeze–thaw permeability testing of soil liner and cover materials, Can. Geotech. J., vol. 28, 784, 10.1139/t91-095

De Groot, 1951, vol. 242

Sharma, 2021, Effect of freeze-thaw cycles on engineering properties of biocemented sand under different treatment conditions, Eng. Geol., vol. 284, 10.1016/j.enggeo.2021.106022

Lu, 2021, Effect of freeze-thaw cycles on soil detachment capacities of three loamy soils on the Loess Plateau of China, Water, vol. 13, 342, 10.3390/w13030342

Wang, 2019, Shear strength behavior of coarse-grained saline soils after freeze-thaw, KSCE J. Civ. Eng., vol. 23, 2437, 10.1007/s12205-019-0197-9

Kong, 2022, Effects of freeze-thaw cycles on the erodibility and microstructure of soda-saline loessal soil in Northeastern China, Catena, vol. 209, 10.1016/j.catena.2021.105812

Tang, 2011, Effects of the maximum soil aggregates size and cyclic wetting–drying on the stiffness of a lime-treated clayey soil, Géotechnique, vol. 61, 421, 10.1680/geot.SIP11.005

Seguel, 2006, Structure properties and pore dynamics in aggregate beds due to wetting–drying cycles, J. Plant Nutr. Soil Sci., vol. 169, 221, 10.1002/jpln.200521854

Guan, 2010, Shear strength equations for unsaturated soil under drying and wetting, J. Geotech. Geoenviron. Eng., vol. 136, 594, 10.1061/(ASCE)GT.1943-5606.0000261

Goh, 2014, Shear strength of unsaturated soils under multiple drying-wetting cycles, J. Geotech. Geoenviron. Eng., vol. 140, 10.1061/(ASCE)GT.1943-5606.0001032

Aziz, 2016, Strength and deformation characteristics of degradable granular soils, Geotech. Test. J., vol. 39, 452, 10.1520/GTJ20150209

Wang, 2016, Effects of wetting–drying cycles on soil strength profile of a silty clay in micro-penetrometer tests, Eng. Geol., vol. 206, 60, 10.1016/j.enggeo.2016.04.005

Li, 2021, Experimental investigation of cyclic wetting-drying effect on mechanical behavior of a medium-grained sandstone, Eng. Geol., vol. 293, 10.1016/j.enggeo.2021.106335

Xu, 2021, Effect of wet-dry cycles on shear strength of residual soil, Soils Found., vol. 61, 782, 10.1016/j.sandf.2021.03.001

Chu, 1973, Volume change characteristics of expansive soils determined by controlled suction tests, Proc. 3rd Int. Conf. Expans. Clay Soils, 177

Alonso, 1995, Experimental behaviour of highly expansive double-structure clay, Proceedings of the First International Conference on Unsaturated Soils/UNSAT’95/Paris/France/6–8 September 1995, Volume 1

Qin, 2021, Study on shear strength and structure of Malan loess under wetting–drying cycles, Arab. J. Geosci., vol. 14, 1, 10.1007/s12517-021-09259-6

Stewart, 2014, Issues in the implementation of sustainable heat exchange technologies in reinforced, unsaturated soil structures, 4066

Brandl, 2006, Energy foundations and other thermo-active ground structures, Géotechnique, vol. 56, 81, 10.1680/geot.2006.56.2.81

Abuel-Naga, 2006, Experimental evaluation of engineering behavior of soft Bangkok clay under elevated temperature, J. Geotech. Geoenviron. Eng., vol. 132, 902, 10.1061/(ASCE)1090-0241(2006)132:7(902)

Li, 2019, Effect of temperature on behaviour of red clay–structure interface, Can. Geotech. J., vol. 56, 126, 10.1139/cgj-2017-0310

Wang, 2007, Effects of cyclic freezing and thawing on mechanical properties of Qinghai–Tibet clay, Cold Reg. Sci. Technol., vol. 48, 34, 10.1016/j.coldregions.2006.09.008

Liu, 2016, Influence of freeze-thaw cycles on mechanical properties of a silty sand, Eng. Geol., vol. 210, 23, 10.1016/j.enggeo.2016.05.019

Yong, 2015, Mechanical properties and micromechanisms of compacted clay during drying-wetting cycles, Rock. Soil Mech., vol. 36, 2815

Zhao, 2017, Effects of wetting and cyclic wetting–drying on tensile strength of sandstone with a low clay mineral content, Rock. Mech. Rock. Eng., vol. 50, 485, 10.1007/s00603-016-1087-9

Tang, 2018, The effect of freeze-thaw cycling on the mechanical properties of expansive soils, Cold Reg. Sci. Technol., vol. 145, 197, 10.1016/j.coldregions.2017.10.004

“compass.” 〈https://compass.astm.org/document/?contentCode=ASTM%7CD3080_D3080M-11%7Cen-US〉 (accessed May 16, 2023).

Xie, 2015, Effects of freeze-thaw cycles on soil mechanical and physical properties in the Qinghai-Tibet Plateau, J. Mt. Sci., vol. 12, 999, 10.1007/s11629-014-3384-7

Ghazavi, 2010, The influence of freeze–thaw cycles on the unconfined compressive strength of fiber-reinforced clay, Cold Reg. Sci. Technol., vol. 61, 125, 10.1016/j.coldregions.2009.12.005

Bolton, 1987, Discussion: The strength and dilatancy of sands, Géotechnique, vol. 37, 219, 10.1680/geot.1987.37.2.219

Lambe, 1991, vol. 10

Wang, 2020, The effects of freeze-thaw cycles at different initial soil water contents on soil erodibility in Chinese Mollisol region, Catena, vol. 193, 10.1016/j.catena.2020.104615

Allam, 1981, Effect of wetting and drying on shear strength, J. Geotech. Eng. Div., vol. 107, 421, 10.1061/AJGEB6.0001117

Gu, 2021, Influence of cyclic wetting–drying on the shear strength of limestone with a soft interlayer, Rock. Mech. Rock. Eng., vol. 54, 4369, 10.1007/s00603-021-02502-2

He, 2020, Study on crack propagation and shear behavior of weak muddy intercalations submitted to wetting-drying cycles, Bull. Eng. Geol. Environ., vol. 79, 4873, 10.1007/s10064-020-01842-7

Leij, 2002, Modeling the dynamics of the soil pore-size distribution, Soil Tillage Res, vol. 64, 61, 10.1016/S0167-1987(01)00257-4

Ye, 2005, Microstructural changing characteristics of densely compacted bentonite with suction under unconfined hydrating conditions., Yanshilixue Yu Gongcheng XuebaoChinese J. Rock. Mech. Eng., vol. 24, 4570