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Erschienen in:
Introduction Kapitel lesen Erstes Kapitel lesen

2017 | OriginalPaper | Buchkapitel

4. Laboratory Experimental Study on Dynamic Characteristics of Liquefiable Soil

verfasst von : Yu Huang, Miao Yu

Erschienen in: Hazard Analysis of Seismic Soil Liquefaction

Verlag: Springer Singapore

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Abstract

Soil shear strain amplitude and its dynamic characteristics are closely related. When that amplitude is in the range 10−6–10−4, the soil is in the elastic stage; for the range 10−4–10−2, the soil is in the elastic-plastic stage; for amplitudes greater than 10−2, the soil enters a state of damage. For large strain, dynamic triaxial tests were conducted to study the liquefaction mechanism of saturated liquefiable soil under dynamic loading. The Seed-Idriss simplified method was used to obtain liquefaction resistance of saturated liquefiable soil and assess liquefaction potential. Many factors affecting the liquefaction susceptibility of sands are discussed, including dynamic force, consolidation pressure, initial shear stress, density, and soil structure. For small strain, resonant column tests were carried out to study the relationship between dynamic stress and dynamic strain of liquefiable soil under undrained conditions. In addition, damping characteristics were analyzed.

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Vorheriges Kapitel Liquefaction Potential Evaluation Based on In Situ Testing
Nächstes Kapitel Physical Model Testing for Dynamic Characteristics of Seismic Soil Liquefaction
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Metadaten
Titel
Laboratory Experimental Study on Dynamic Characteristics of Liquefiable Soil
verfasst von
Yu Huang
Miao Yu
Copyright-Jahr
2017
Verlag
Springer Singapore
Buch
Hazard Analysis of Seismic Soil Liquefaction

Print ISBN: 978-981-10-4378-9

Electronic ISBN: 978-981-10-4379-6

Copyright-Jahr: 2017

DOI
https://doi.org/10.1007/978-981-10-4379-6_4