Research on the Dynamic Parameters of Loess

Research on the Dynamic Parameters of Loess Geotech Geol Eng https://doi.org/10.1007/s10706-018-0592-x ORIGINAL PAPER . . . Xuansheng Cheng Xinlei Li Jun Nie Haibo Liu Received: 14 November 2017 / Accepted: 29 May 2018 Springer International Publishing AG, part of Springer Nature 2018 Abstract Earthquakes can have an extensive effect cohesive force, dynamic internal friction angle, on the parameters of loess. Therefore, to assess the dynamic elastic modulus and dynamic shear modulus seismic response and seismic stability of structures in change as the moisture content, vibration time and loess fields, the dynamic parameters of loess must be consolidation ratio vary. This paper provides signif- accurately determined. The determination of these icant information regarding the regional characteris- dynamic parameters is mainly based on dynamic tics of loess and basis for future analyses of the seismic triaxial tests. Therefore, this paper summarizes the response and seismic stability of structures in loess existing experimental results in detail, and the char- fields. acteristics of the dynamic parameters of loess are analyzed in different fields (e.g., Lanzhou, Xi’an, Keywords Loess  Dynamic cohesive force Taiyuan, etc.). The trends of the dynamic cohesive Dynamic internal friction angle  Dynamic elasticity force, dynamic internal friction angle, dynamic elastic modulus  Dynamic shear modulus modulus, http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Geotechnical and Geological Engineering Springer Journals

Research on the Dynamic Parameters of Loess

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Publisher
Springer International Publishing
Copyright
Copyright © 2018 by Springer International Publishing AG, part of Springer Nature
Subject
Earth Sciences; Geotechnical Engineering & Applied Earth Sciences; Hydrogeology; Terrestrial Pollution; Waste Management/Waste Technology; Civil Engineering
ISSN
0960-3182
eISSN
1573-1529
D.O.I.
10.1007/s10706-018-0592-x
Publisher site
See Article on Publisher Site

Abstract

Geotech Geol Eng https://doi.org/10.1007/s10706-018-0592-x ORIGINAL PAPER . . . Xuansheng Cheng Xinlei Li Jun Nie Haibo Liu Received: 14 November 2017 / Accepted: 29 May 2018 Springer International Publishing AG, part of Springer Nature 2018 Abstract Earthquakes can have an extensive effect cohesive force, dynamic internal friction angle, on the parameters of loess. Therefore, to assess the dynamic elastic modulus and dynamic shear modulus seismic response and seismic stability of structures in change as the moisture content, vibration time and loess fields, the dynamic parameters of loess must be consolidation ratio vary. This paper provides signif- accurately determined. The determination of these icant information regarding the regional characteris- dynamic parameters is mainly based on dynamic tics of loess and basis for future analyses of the seismic triaxial tests. Therefore, this paper summarizes the response and seismic stability of structures in loess existing experimental results in detail, and the char- fields. acteristics of the dynamic parameters of loess are analyzed in different fields (e.g., Lanzhou, Xi’an, Keywords Loess  Dynamic cohesive force Taiyuan, etc.). The trends of the dynamic cohesive Dynamic internal friction angle  Dynamic elasticity force, dynamic internal friction angle, dynamic elastic modulus  Dynamic shear modulus modulus,

Journal

Geotechnical and Geological EngineeringSpringer Journals

Published: May 31, 2018

References

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