Numerical analysis of soil deformation in the excavation with loose sand retained by inclined retaining piles

Taking the conducted model test by authors as the research object, this paper first carries out detailed numerical analysis and verifies the reliability of the established model. Furthermore, the test phenomenon is explained based on numerical analysis, while parameter analysis is carried out, which...

Full description

Saved in:
Bibliographic Details
Published inScientific reports Vol. 14; no. 1; pp. 31434 - 16
Main Authors Wang, Yuping, Cheng, Xuesong, Zheng, Gang
Format Journal Article
LanguageEnglish
Published London Nature Publishing Group UK 28.12.2024
Nature Publishing Group
Nature Portfolio
Subjects
Online AccessGet full text

Cover

Loading…