Issues Surrounding Soil Liquefaction

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I have been taking geodynamics as a part of master course in winter session (2013). Geodynamics is the one that suits my interest because I am really curious about dynamic behavior of soil and its impact on earth structures during earthquake. Consequently, soil liquefaction is one of the most important and interesting phenomena usually occurs during earthquake which becomes devastating, and eventually claims several human lives as shown in figure 1. This report has been prepared as a part of home assignment given by Yokohama sensei based on his lecture delivered. This assignment includes the following issues:
Mechanism of soil liquefaction
Testing method of liquefaction strength
Factors affecting soil liquefaction

Figure1: Liquefaction in Nigata, Japan (1964) and in Adapazari, Turkey (1999)

MECHANISM OF SOIL LIQUEFACTION
Liquefaction is one of the most important, interesting, complex, and controversial phenomenon whereby a saturated soil significantly loses strength and stiffness in response to an applied stress, usually earthquake shaking or other sudden change in stress condition, causing it to behave like a liquid. It can cause spectacular damage including slope failure, bridge and building foundation failures, and floatation of buried structures. Nowadays, many researchers around the world have paid their attention extensively to such a devastating phenomenon to reconcile a smooth path.
The figure 2 indicates the liquefaction mechanism schematically. It shows that when the loosely packed sand is disturbed very slowly, the natural arrangement of particles will be disordered, reducing the volume. As shown in figure, if this sand layer is located below the groundwater level and pore water flows between sand grains, then ...

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...verburden pressure increases.
Cyclic Loading
The level of pore-pressure excess required to initiate liquefaction is related to the amplitude and duration of earthquake-induced cyclic loading. The amount of damage to structures on soils undergoing liquefaction depends on how long the sand remains in a liquefied state. Seed (1976) concluded that the multidirectional shaking is more severe than one-directional loading in terms of pore pressure. Pore water pressure build up faster under multidirectional stress conditions than under unidirectional stress conditions. Densification of soil is expected as a result of cyclic loading since the soil particles are rearranged during the back-and-forth straining. As cycling continues, the pore-pressure increases progressively until finally it reaches, during part of each subsequent cycle, the total stress acting upon the sand.

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