Abstract
One of the most devastating effects of earthquakes in the seismic regions is liquefaction. Many research works have been done in this field and at present different methods are available for the liquefaction potential assessment. The liquefaction is a very significant phenomenon in clayey silty soils, silty sands and also sands. The high potential of liquefaction is generally recognized when these type of soils are laid under the hydrostatic water table. This paper make an overview of two different methods for the evaluation of liquefaction potential, and a case study is presented. Two methods presented here are the Deterministic Approach proposed by Robertson and Wride (1998), and the Probabilistic Approach proposed by Moss and co-workers. Case study of the liquefaction potential evaluation is done for the Golem area, where geotechnical data from CPTU test were collected. The results of analysis in the Golem area show that liquefaction has medium susceptibly to occur. From the analyses, it is shown that the Probabilistic Approach gives more accurate information about the risk of liquefaction than the Deterministic Approach.
Highlights
Liquefaction is a phenomenon in which the strength and stiffness of a soil is reduced by earthquake shaking or other dynamic loading
Evaluating Factor of Safety, FS When the values of cyclic resistance ration (CRR) and Cyclic Stress Ratio (CSR) are established for a stratum at a given depth, FS against liquefaction should be calculated
[8] According to the values of the Factor of Safety is accepted that liquefaction has high susceptibly to happen for FS < 1, has medium susceptibly for 1.0 < FS < 1.25 and low susceptibly for FS > 1.25
Summary
Liquefaction is a phenomenon in which the strength and stiffness of a soil is reduced by earthquake shaking or other dynamic loading. (2015) Seismic Soil Liquefaction for Deterministic and Probabilistic Approach Based on in Situ Test (CPTU) Data. For the deterministic approach to evaluate the liquefaction potential is used the Factor of Safety (FS).
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