Impact Response of Dam Affected by Landslide Surge Based on Improved SPH Method

Impact Response of Dam Affected by Landslide Surge Based on Improved SPH Method

Objective The SPH method is highly effective in handling large deformations and discontinuities in multiphase flow simulations, making it advantageous for modeling complex physical phenomena such as landslide-generated surges. It can more accurately simulate the interactions between landslide surges...

Full description

Saved in:
Bibliographic Details
Main Authors: Shuai HUANG, Zhonggen WANG, Yu LI, Yuxiang FENG
Format: Article
Language:English
Published: Editorial Department of Journal of Sichuan University (Engineering Science Edition) 2025-01-01
Series:工程科学与技术
Subjects:
dam
SPH method
spring-damping model
landslide surge
impact response
Online Access:http://jsuese.scu.edu.cn/thesisDetails#10.15961/j.jsuese.202300616
Tags: Add Tag
No Tags, Be the first to tag this record!

Similar Items

Similar Items