NDLI: The Numerical Simulation on the Dynamical Character of the Stabilized-Soil

Content Provider	IEEE Xplore Digital Library
Author	Qi Chunling Wang Xianli Wang Kaiying Zhong Yuxia Liu Mo
Copyright Year	2014
Description	Author affiliation: Automotive & Archit. Eng. Coll., Beihua Univ., Jilin, China (Qi Chunling; Wang Xianli; Wang Kaiying; Zhong Yuxia; Liu Mo)
Abstract	This article uses finite element ABAQUS to set up the 3-dimensional finite element model of the dynamic tri-axial specimen, simulate the dynamical deformation behavior of the stabilized-soil under cyclic load. The main focuses on the freezing temperature of the strengthen soil of the plastic deformation. Meanwhile, the influence to the strengthen soil dynamical characteristic such as cyclic load's magnitude, the number of cyclic load, frequency, confining pressure and damping factor was researched by the method of numerical simulation. Within the accuracy and reliability of the allowable range, using the finite element simulation method to replace the dynamic tri-axial test, it Will greatly save the test of time, manpower and money, meanwhile it will expand the scope and sophistication of research parameters, it will provide an effective means for the study of the soil constitutive relationship models and more complex influencing factors.
Sponsorship	Shenzhen Res. Inst., Central South Univ.
Starting Page	805
Ending Page	808
File Size	1245623
Page Count	4
File Format	PDF
e-ISBN	9781479966363
DOI	10.1109/ICICTA.2014.194
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2014-10-25
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Numerical Simulation Finit Element Stress Strain Roadbed Soil Cyclic Loading the Stabilized Finite element analysis Numerical models Dynamic Properties Plastics Load modeling
Content Type	Text
Resource Type	Article

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