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,
Geotechnical and Geological Engineering – Springer Journals
Published: May 31, 2018
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