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Erschienen in: Bulletin of Engineering Geology and the Environment 3/2018

17.06.2017 | Original Paper

Characteristics of soft marine clay under cyclic loading: a review

verfasst von: Qing Yang, Yubin Ren, Jinglin Niu, Kuang Cheng, Yuxia Hu, Yin Wang

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 3/2018

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Abstract

Soft clay forms a big proportion of the seabed ground. In a marine environment, waves, wind, and earthquakes, often known as cyclic loads, are a main contributor to the loading of the seabed. The safety of offshore structures relies on the response of soft marine clay to these cyclic loadings. Its very fine-grained composition, and hence low permeability, is the defining factor for soft marine clay showing a very different response to cyclic loading than sand. The responses of soft marine clay subjected to cyclic loading range from degradation in soil strength and stiffness to principal stress rotation, excess pore pressure generation, and deformation accumulation. These dynamic characteristics of soft marine clay are strongly influenced by several factors, including loading level (amplitude, frequency, and number of cycles), loading history, and path. The purpose of the present paper is to present an overview of the research results on the characteristics of soft marine clay under cyclic loading in the past decades. Some remarks on future research for improving the understanding of dynamic characteristics of soft marine clay are also provided based on the results of up-to-date research.

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Metadaten
Titel
Characteristics of soft marine clay under cyclic loading: a review
verfasst von
Qing Yang
Yubin Ren
Jinglin Niu
Kuang Cheng
Yuxia Hu
Yin Wang
Publikationsdatum
17.06.2017
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 3/2018
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-017-1078-4

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