Year: 2024
Type: article
Abstract: The article presents a method for determining the steepness of a wave-resistant unreinforced slope of dams made of sandy soil with a certain profile of dynamic equilibrium. The method differs from the existing one by the novelty of the presented formulations for calculating the parameters of slopes and their strength characteristics.
Source: Science & World
Author: A. Kachaev
Institution: Moscow Polytechnic University
Language: English
Topic: Dam Engineering and Safety
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: bronze
OpenAlex ID: W4405768644