Evidence map›Paper›PMID 42124223›Full record

ArticleMaterials (Basel, Switzerland)2026

Investigation of Strength Characteristics and Microstructure of Cemented Tailings Backfill.

Zongwen Wang, Huan Zhang, Xiaofeng Li, Shihu Shi, Biyao Geng, Zhenjiang Wen, Hengtao Wang

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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1 · What the graph read from it

What it found

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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

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3 · Its place in the literature

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0 citing papers in PubMed.

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4 · The record

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5 · Who and what money

Authors and funding

7 authors.

Zongwen WangZhaojin Mining Industry Co., Ltd., Zhaoyuan 265499, China.
Huan ZhangChina ENFI Engineering Corporation, Beijing 100038, China.
Xiaofeng LiInner Mongolia Velasco Mining Co., Ltd., Chifeng 025372, China.
Shihu ShiChina ENFI Engineering Corporation, Beijing 100038, China.
Biyao GengChina ENFI Engineering Corporation, Beijing 100038, China.ORCID 0000-0002-2763-5511
Zhenjiang WenChina ENFI Engineering Corporation, Beijing 100038, China.
Hengtao WangChina ENFI Engineering Corporation, Beijing 100038, China.

Funding

the 2022 Shandong Provincial Key R&D Plan (Major Scientific and Technological Innovation Project) Project Plan of China 2022CXPT032the National Key Research and Development Program Funding Project Plan of China 2024YFC3013904the National Key S &T Special Project of China on Deep Earth 2025ZD1010703
6 · The paper itself

Abstract

The strength of cemented tailings backfill (CTB) is influenced by multiple factors, with the type of cementitious material playing a crucial role in determining the strength of the backfill. To investigate the influence of two different cementitious materials on the strength of CTB, based on the fundamental physicochemical properties of tailings, flow characteristic tests and uniaxial compressive strength (UCS) tests of the backfill were conducted using a cementitious backfill slurry prepared from tailings. Representative proportioned backfill specimens were selected for X-ray diffraction (XRD) and scanning electron microscope (SEM) microstructural analysis to study the evolution patterns of backfill strength influenced by cementitious material type, cement-to-tailing (c/t) ratio, and slurry concentration. The results indicate that the tailings exhibit favorable gradation but unstable continuity. Furthermore, a high content of clay minerals such as kaolinite, along with the presence of fluorine (F) and phosphorus (P), adversely affects the strength of fillers. In terms of slurry flowability, the fluidity of cementation powder filling slurry is generally superior to that of cemented filling slurry. In identical conditions, the strength of cementation powder fillers at all ages is significantly higher than that of cement. As the c/t ratio decreases, the strength advantage of cementation powder fillers becomes even more prominent. Compared to cemented fillers, the hydrated product calcium silicate hydrate gel (C-S-H gel) in cementation powder fillers is more abundant, while the hydrated product calcium aluminate hydrate (CAH) is coarser. This microscopic structural difference explains the strength characteristics of the fillers.

Indexed as

fluiditymicrostructuretailingsuniaxial compressive strength

Identifiers

PMID42124223
PMCPMC13164719

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.