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Experimental study on the settlement of marine deposits of Anzali under cyclic loading by laminar box apparatus
Authors:Hadi Ahmadi  Abolfazl Eslami  Mahyar Arabani
Affiliation:1. Department of Civil Engineering, University of Guilan, Rasht, Iranha1360@gmail.com;3. School of Civil and Environmental Engineering, Amir Kabir University of Technology, Tehran, Iran;4. Department of Civil Engineering, University of Guilan, Rasht, Iran
Abstract:The central Alborz mountain range, located in northern Iran, neighboring the Caspian Sea and where the two Persia and Eurasia plates meet, is known as a seismologically active area. In this regard, investigation of the behavior of saturated sand deposits located in this area may be of particular interest. Saturated sand deposits are subjected to instabilities owing to liquefaction or volume change due to earthquake shakings. A particular type of saturated sand deposits is Anzali sand which is abundant in Anzali port and other cities located in this area in northern Iran. This type of sand is a representative for most sands found in this area, i.e., the southern coastal line of Caspian Sea. This research is solely focused on the volume change behavior of marine deposits of Anzali area, often characterized as Anzali sand, in terms of the settlement of a model footing located on the surface of the sand by the aid of a transparent laminar shear box apparatus. Effects of a number of factors such as the frequency of the cyclic loading, the initial density of the sand, and the sample preparation method have been investigated. Observations indicated that the density index and the frequency of loading which are proportional to the energy of an earthquake have direct effects on the accumulation and amount of the final settlement of Anzali sand.
Keywords:Anzali sand  cyclic loading  dynamic settlement  laminar box  physical modeling  shallow foundation
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