Evaluation of soil liquefaction Mas·hyy Rsdar using criteria based on conventional ductile

Including liquefaction phenomena is that each year, causing devastating losses entering engineering structures is high. So far, based on different criteria for evaluating liquefaction ductile fine sands containing Ryzdanhhay adhesive is formulated according to the characteristics and parameters taken in considering these criteria, they obtained rather different results comes. In this study different methods of assessment based liquefaction ductile performance of these methods in evaluating liquefaction Ryzdanhhay sands containing paste adhesive with low range) 15.5PI = (will review. The number of cycles controlled triaxial tests on samples containing 0 strain, 10, 20 and 30 percent do, and kaolinite and pore pressure changes created in the liquefaction experiments were evaluated with conventional methods. do more with multiple triaxial testing, static behavior and changes in the microstructure of sand created in effect by adding different amounts of kaolinite is.