Experimental study on settling velocity of soil particles in dredged slurry-Reference-Cited by-同舟云学术

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Experimental study on settling velocity of soil particles in dredged slurry

Published:2016-09-22 Issue:6 Volume:35 Page:747-757
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Zhang Nan¹,Zhu Wei²,He Hongtao³,Lv Yiyan⁴,Wang Shengwei⁴

Affiliation:

1. Department of Civil Engineering, University of Texas at Arlington, Arlington, TX, USA

2. College of Environment, Hohai University, Nanjing, China

3. Geotechnical Engineer, CCCC-FHDI Engineering Co., Ltd, Guangzhou, China

4. Geotechnical Research Institute, Hohai University, Nanjing, China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2016.1236862

Reference31 articles.

1. Experimental Bench for Study of Settling-Consolidation Soil Formation

2. Aggregation and Sedimentation in Colloidal Suspensions

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

4. The characterisation of cohesive sediment properties

5. Batch Gravitational Sedimentation of Slurries

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1. Effective dewatering and resourceful utilization of high-viscosity waste slurry through magnetic flocculation;Construction and Building Materials;2024-04

2. Dewatering and strength characteristics of dredged slurry under curing-flocculation-vacuum filtration;Environmental Science and Pollution Research;2024-02-03

3. Effects of Granular Gradation on the Compressibility and Permeability of Lime-Stabilized Slurry with High Water Content;Applied Sciences;2023-03-23

4. Environmentally friendly comprehensive recycling utilization technology of foundation engineering slurry;Construction and Building Materials;2023-03

5. Sedimentation of the fine-grained dredged slurry in the marine environment;Bulletin of Engineering Geology and the Environment;2022-04-06

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