DETERMINATION OF THE STEEPNESS OF A WAVE-RESISTANT UNREINFORCED SLOPE OF SANDY SOIL DAMS

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.

Authors

A. Kachaev (ORCID: https://orcid.org/0000-0001-6840-2477)

Institutions

Moscow Polytechnic University (RU)

Publication Details

Journal: Science & World
Published: 2024-12-25
DOI: https://doi.org/10.26526/2307-9401-2024-4-1-5
Citations: 2
Primary Topic: Dam Engineering and Safety
Type: article
Field-Weighted Citation Impact: 0.52

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article

DETERMINATION OF THE STEEPNESS OF A WAVE-RESISTANT UNREINFORCED SLOPE OF SANDY SOIL DAMS

A. Kachaev

Dec 25, 2024

2 citations

Science & World

Dam Engineering and Safety

0.52

article

DETERMINATION OF THE STEEPNESS OF A WAVE-RESISTANT UNREINFORCED SLOPE OF SANDY SOIL DAMS

A. Kachaev

December 25, 2024article en

2 citations

Abstract

Science & WorldVol. 0(4)

Moscow Polytechnic University (RU)

Life in Land

Openalex Percentile: Top 34%

Dam Engineering and Safety

0.52

DOI Open Access PDF OpenAlex

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DETERMINATION OF THE STEEPNESS OF A WAVE-RESISTANT UNREINFORCED SLOPE OF SANDY SOIL DAMS — A. Kachaev · Science & World (2024) | TGRS Research Map | TGRS