On the evaluation of internal stability of gap-graded soil: a status quo review-Reference-Cited by-同舟云学术

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On the evaluation of internal stability of gap-graded soil: a status quo review

Published:2022-03-25 Issue:1 Volume:113 Page:63-102
ISSN:0921-030X
Container-title:Natural Hazards
language:en
Short-container-title:Nat Hazards

Author:

Xu Zengguang,Ye Yan

Funder

national natural science foundation for excellent young scientists of china

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology

Link

https://link.springer.com/content/pdf/10.1007/s11069-022-05317-8.pdf

Reference109 articles.

1. Abbaszadeh Shahri A, Maghsoudi Moud F (2020) Liquefaction potential analysis using hybrid multi-objective intelligence model. Environ Earth Sci 79(1):441. https://doi.org/10.1007/s12665-020-09173-2

2. Abbaszadeh Shahri A, Shan C, Zäll E, Larsson S (2021b) Spatial distribution modelling of subsurface bedrock using a developed automated intelligence deep learning procedure: a case study in Sweden. J Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2021.07.006

3. Abbaszadeh Shahri A, Kheiri A, Hamzeh A (2021a) Subsurface topographic modeling using geospatial and data driven algorithm. Int J Geo Inf. https://doi.org/10.3390/ijgi10050341

4. Adel H, Bakker KJ, Breteler M (1988) Internal stability of minestone, modelling soil-water-structure interactions. AA Balkema, Rotterdam

5. Ahlinhan MF, Koube MB, Adjovi CE (2016) Assessment of the internal instability for granular soils subjected to seepage. J Geosci Environ Prot 04(06):46–55. https://doi.org/10.4236/gep.2016.46004

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1. Internal Piping Erosion Evaluation of Embankment Dam Considering the Spatial Variability of Soil Properties;ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering;2024-06

2. Study on macro and micro shear strength of continuously graded and gap-graded sand;Particuology;2024-03

3. DEM investigation of the effect of coarse content and size ratio on the local shear behavior at gap-graded soil-structure interface;Powder Technology;2024-01

4. Experimental study on suffusion and contact erosion in double-layered alluvial foundation with a cut-off wall;Acta Geotechnica;2023-08-24

5. A modification of the Kozeny–Carman equation based on soil particle size distribution;Arabian Journal of Geosciences;2022-05-28

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