Exploring strength deterioration mechanism of soil-rock mixture based on pore structure characteristics under freeze–thaw cycles-Reference-Cited by-同舟云学术

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Exploring strength deterioration mechanism of soil-rock mixture based on pore structure characteristics under freeze–thaw cycles

Published:2024-01 Issue: Volume:217 Page:104040
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Tang Liyun,Lu Zihan,Zhao Tao,Li Zhuo,Qiu Peiyong,Yu Yongtang,Jin Long,Li Yongqiang,Jia Hailiang

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Test Methods for Freezing and Thawing Compacted Soil Cement Mixtures;ASTM-560-03,2003

2. Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils;ASTM-D4767–-11,2020

3. Evaluating the mesostructural changes of laboratory created soil-rock mixtures using a seepage test based on NMR technology;Feng;J. Test. Eval.,2018

4. Fractal Analysis of Particle distribution and Scale effect in a Soil–Rock Mixture;Fu;Fractal. Fract.,2022

5. Swelling of natural fibre bundles under hygro-and hydrothermal conditions: Determination of hydric expansion coefficients by automated laser scanning;Garat;Compos. Part A Appl. Sci. Manuf.,2020

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Strength Deterioration Mechanism of Interface between Soil–Rock Mixture and Concrete with Different Degrees of Roughness under Freeze–Thaw Cycles;Journal of Cold Regions Engineering;2024-12

2. A study of uniaxial compressive strength degradation model of soil-rock mixtures under freeze-thaw deterioration based on equivalent model characteristics of conductive paths;Construction and Building Materials;2024-07

3. Experimental study on the shear mechanical behavior of ice-rich debris–rock interface: effects of temperature, stress and ice content;Canadian Geotechnical Journal;2023-12-18

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