Authors : Apeksha Mathane, Dhiraj Ekharkar, Girish Kharwade, Saurabh Milmile, Shahnawaz Riyaz, Vishal S. Ghutke
Page Nos : 01-06
Description :
The purpose of this research work is to investigate the effects of dynamic loading on soil slope. The Shake table was used to conduct the research, which provides a one-dimensional constant state of motion.vibrations. The following are the specifications utilised in the experiment Shaking acceleration (g), frequency (Hz), and dynamic loading, length of time (Cycles). The collapse of a slope is investigated using time-dependent crest settlement and toe displacementSlope profile at the start. The test was carried out on the frequency of 1 Hz, 1.2 Hz, and 1.4 Hz The acceleration range that was used was 15 mm, 20 mm, and 25 mm are the three sizes available. It was discovered that the soil mass had shifted.
