NDLI: Dynamic analysis of subgrade soil in flood area considering seismic liquefaction

Content Provider	IEEE Xplore Digital Library
Author	Xiaojing Li Shaochun Zhu Shucai Li
Copyright Year	2011
Description	Author affiliation: Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, China (Shucai Li) \|\| Binzhou highway survey and design institute, China (Shaochun Zhu) \|\| School of Civil Engineering, Shandong Jianzhu University, Jinan, China (Xiaojing Li)
Abstract	The saturated silt ground in this area which was exerted by seismic loads was simulated numerically by using FLAC-3D. Liquefaction in surface of powder foundation occurred less likely and with the increasing depth of foundation it occurred more likely. The density of soil in upper layer increased because of the role of dynamic compaction. And as density increased, the dynamic strength of soil in this region improved, thus improving the soil liquefaction resistance. The paper had some guidance significance for the liquefaction of foundation under the effect of seismic and dynamic load in in the Yellow River flood areas in China and scientific forecast of transmutation, possessed engineering practice importance for road foundation treatment, and was provided with promotion effect for the study of foundation soil changes under the effect of dynamic load.
Starting Page	6533
Ending Page	6536
File Size	461672
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5774363
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Resistance Numerical analysis USA Councils Silt soil Soil Compaction Floods Seismic Liquefaction Manganese
Content Type	Text
Resource Type	Article

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