Stiffness Estimation of the Soil Built-in Road Embankment on the Basis of Light Falling Weight Deflectometer Test
| Autor: | Wojciech Gosk |
|---|---|
| Rok vydání: | 2016 |
| Předmět: |
Specific modulus
Materials science Wave propagation business.industry 0211 other engineering and technologies Finite difference method Modulus Stiffness 020101 civil engineering 02 engineering and technology General Medicine Structural engineering stiffness modulus of the ground 0201 civil engineering Falling weight deflectometer Nonlinear system road embankment LFWD test medicine Geotechnical engineering Sensitivity (control systems) medicine.symptom business Engineering(all) 021101 geological & geomatics engineering |
| Zdroj: | Procedia Engineering. 143:395-402 |
| ISSN: | 1877-7058 |
| DOI: | 10.1016/j.proeng.2016.06.050 |
| Popis: | The paper presents a method of the stiffness modulus identification of the soil built-in embankment, tested by the Light Falling Weight Deflectometer ZFG-01. The identification was carried out on the basis of displacements recorded during impact test. It was assumed that nonlinearity of the ground was described by changing in time values of the dynamic stiffness modulus. The original calculation program, based on finite difference method which enables the description of wave propagation in cylindrical soil solid under impact load, was used. The sensitivity of the dynamic stiffness modulus of the ground in the process of loading and unloading was confirmed. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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