Separation as a solution for deformation control and material loss reduction in rubble mound structures constructed on very soft clayey bed-Reference-Cited by-同舟云学术

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Separation as a solution for deformation control and material loss reduction in rubble mound structures constructed on very soft clayey bed

Published:2020-10-05 Issue:1 Volume:6 Page:
ISSN:2364-4176
Container-title:Innovative Infrastructure Solutions
language:en
Short-container-title:Innov. Infrastruct. Solut.

Author:

Ghazi Hamed,Shahir Hadi,Ghalandarzadeh Abbas

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Link

https://link.springer.com/content/pdf/10.1007/s41062-020-00381-0.pdf

Reference41 articles.

1. Sangrey DA (1977) Marine geotechnology-state of the art. Mar Georesour Geotechnol 1(2(1–4)):45–80. https://doi.org/10.1080/10641197709379770

2. Poulos HG (1988) Marine geotechnics. Routledge, Abingdon

3. Abbaszadeh Shahri A (2016) An optimized artificial neural network structure to predict clay sensitivity in a high landslide prone area using piezocone penetration test (CPTu) data: a case study in southwest of Sweden. Geotech Geol Eng 34:745–758. https://doi.org/10.1007/s10706-016-9976-y

4. Ghaderi A, Abbaszadeh Shahri A, Larsson S (2019) An artificial neural network based model to predict spatial soil type distribution using piezocone penetration test data (CPTu). Bull Eng Geol Environ 78:4579–4588. https://doi.org/10.1007/s10064-018-1400-9

5. Zhang L (1999) Settlement patterns of soft soil foundations under embankments. Can Geotech J 36(4):774–781. https://doi.org/10.1139/t99-031

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