Effects of rock content and spatial distribution on the stability of soil rock mixture embankments
Zhenfeng Qiu, Yan Liu, Shenglin Tang, Qi Meng, Junjie Wang, Xiaolei Li, Xiulan Jiang · 2024
Read Effects of rock content and spatial distribution on the stability of soil rock mixture embankments by Zhenfeng Qiu, Yan Liu, Shenglin Tang, Qi Meng, Junjie Wang, Xiaolei Li, Xiulan Jiang (2024) in the Tower of Babel, a free online library of public-domain works preserved in clean, searchable text. No sign-up. The full text is served as a plain-text file at a predictable URL, where text is present: https://antarctic-labs.com/tower-of-babel/pmc-11585602.txt.
Description
Zhenfeng Qiu and co-authors test how rock share and spread steady soil rock embankments in a 2024 paper. High fill road and rail banks oft mix soil with rock chunks. Their failure slides threaten the works built on them.
Static load model tests varied rock share and block placement. A slide face equation was built from share and spread, then checked by simulation. Below sixty percent rock, more rock lifted load skill and flattened slides. Past that mark, gains came slower as the fill packed dense. Blocks at crest or toe steadied banks, mid slope blocks hurt. Design rules fall out for bank builders.
Catalog record
| CREATOR | Zhenfeng Qiu, Yan Liu, Shenglin Tang, Qi Meng, Junjie Wang, Xiaolei Li, Xiulan Jiang |
|---|---|
| YEAR | 2024 |
| COLLECTION | PAPERS |
| FORMAT | TXT |
| FILE SIZE | 42 KB |
| VERSION | 1.0 |
| LICENSE | CC BY 4.0 |
| RIGHTS | CC BY |
| SOURCE | Europe PMC |