Nonlinear Finite-Strain Self-Weight Consolidation of Dredged Material with Radial Drainage Using Carrillo’s Formula-Reference-Cited by-同舟云学术

Nonlinear Finite-Strain Self-Weight Consolidation of Dredged Material with Radial Drainage Using Carrillo’s Formula

Published:2016-11 Issue:6 Volume:142 Page:06016002
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Lee Dongseop¹,An Yonghoon²,Kwak Taehoon³,Lee Hyobum¹,Choi Hangseok⁴

Affiliation:

1. Graduate Student, School of Civil, Environmental, and Architectural Engineering, Korea Univ., Korea Anam-Dong, Seoul, Seongbuk-Gu 136-713, Korea.

2. Manager, Kunhwa Eng, Yoeksam-Dong, Seoul, Gangnam-Gu 702-22, Korea.

3. Manager, Hyundai Heavy Industries, Bangeojinsunhwan-Doro, Ulsan, Dong-Gu 682-792, Korea.

4. Professor, School of Civil, Environmental, and Architectural Engineering, Korea Univ., Anam-Dong, Seoul, Seongbuk-Gu 136-713, Korea (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000351

Reference14 articles.

1. Consolidation of fine-grained soils by drain wells;Barron R. A.;Trans. Am. Soc. Civ. Eng.,1948

2. Self-weight consolidation of soft soils: an experimental and theoretical study

3. Proposed criteria for discharge capacity of prefabricated vertical drains

4. Explicit evaluation of the representation functions of ISO(n)

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