Effect of Uncertainty in Design Decisions for Driven Piles in Soil with High Boulder Content-Reference-Cited by-同舟云学术

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Effect of Uncertainty in Design Decisions for Driven Piles in Soil with High Boulder Content

Published:2023-07-20 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2023
language:
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Author:

Cannizzaro Chiara¹²³⁴¹,Alinejad Maedeh¹²³⁴¹,Beijer-Lundberg Anders¹²³⁴¹,Larsson Stefan¹²³⁴¹,Spross Johan¹²³⁴¹

Affiliation:

1. Division of Soil and Rock Mechanics, KTH Royal Institute of Technology, Stockholm, Sweden.

2. GeoMind AB, Nacka, Sweden.

3. ELU Konsult AB, Stockholm, Sweden.

4. Professor, Division of Soil and Rock Mechanics, KTH Royal Institute of Technology, Stockholm, Sweden.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484999.028

Reference16 articles.

1. Clarke, B. G. (2017). Engineering of glacial deposits, CRC Press, London.

2. Griffiths, J. S., and Martin, C. J. Engineering geology and geomorphology of glaciated and periglaciated terrains: engineering group working party report. Geological Society of London.

3. Boulder-soil-pile dynamic interaction;Holeyman A.;Frontiers in Offshore Geotechnics,2015

4. Reinforced concrete pile formulae;Isaacs D. V.;The Journal of the Institution of Engineers Australia,1931

5. Till in Sweden;Lundqvist J.;Boreas,1977

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