Recep Tayyip Erdoğan University Institutional Repository
metadata only
Dynamic strength evolution and multiscale deterioration mechanism of sulfur-bearing cemented tailings backfill under impact loading
Sulfur-bearing tailings are increasingly used in cemented tailings backfill (CTB), yet their dynamic response under impact loading remains poorly understood because previous studies have focused primarily on static behavior. To address this gap, this study systematically investigates the dynamic com
Conceptio Open Archive
Analyze & explore related research in Conceptio
Connect this record directly into your research workflow or AI agent. Explore citations across open repositories, query full text, and export structured proof bundles.
This document is indexed with metadata only: full text is not available in the archive for this record. Open the official source ↗
Related documents
- Phase-field analysis of fracture in heterogeneous wellbore systems: effects of casing eccentricity and cement-formation interface strength#1070853
- The effect of pipe bursting on nearby utilities, pavement, and structures#958312
- Radial dam breaks in a two-dimensional droplet bearing environment#1014102
- Investigation of CO₂-Induced Degradation in Geopolymer Cement Systems for Subsurface Applications#231851
- Investigating the Groundwater Quality Effects of Red Mud-Based Well Cementing#452265
Record · ID 928209
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Bring this data into your agent: Connect via MCP or API · 20 free credits to start · no card required
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive