Evidence map›Paper›PMID 41758885›Full record

ArticlePloS one2026

Experimental study on the inhibitory effect of bolting position on crack propagation in cavity-containing sandstone.

Dong Zhu, Yi-Jiang Zong, Xiao-Fei Liu, Bin Du, Shu-Xue Ding

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Article in PloS one, 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

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4 · The record

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5 · Who and what money

Authors and funding

5 authors.

Dong ZhuSchool of Transportation Engineering, Jiangsu Vocational Institute of Architectural Technology, Xuzhou Jiangsu Province, China.ORCID https://orcid.org/0009-0006-8238-5160
Yi-Jiang ZongSchool of Transportation Engineering, Jiangsu Vocational Institute of Architectural Technology, Xuzhou Jiangsu Province, China.
Xiao-Fei LiuSchool of Safety Engineering, China University of Mining and Technology, Xuzhou, Jiangsu Province, China.
Bin DuSchool of Transportation Engineering, Jiangsu Vocational Institute of Architectural Technology, Xuzhou Jiangsu Province, China.
Shu-Xue DingSchool of Civil Engineering, Henan Polytechnic University, Jiaozuo, Henan Province, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This study systematically investigated the effects of seven bolt anchorage positions on the mechanical behavior and failure of single-hole sandstone specimens using uniaxial compression tests and PFC2D simulations, with emphasis on crack-propagation suppression. The results showed that: (1) Anchorage position strongly influenced the stress-strain response, mechanical parameters, crack initiation, and final failure morphology. When the bolt passed through the cavity center (1#) or was tangent to the cavity crown (2#), both strength and stiffness decreased, the pre-peak response showed multiple stress drops, and post-peak failure remained brittle. By contrast, anchoring 12-18 mm from the cavity center (3#-4#) increased strength and E, and the post-peak response shifted from brittle to more ductile (plastic-like) behavior. Position 3# yielded the best overall performance, with peak strength, E, secant modulus, and crack initiation stress increasing by 42.72%, 44.61%, 71.93%, and 44.39%, respectively. (2) Failure patterns depended on bolt location: near-cavity anchoring promoted stress concentration and a V-shaped crown collapse; intermediate anchoring (3#-5#) produced a distinct partitioned failure between upper and lower regions; more distant anchoring (6#-7#) increased damage severity and led to more complex fracture morphologies. (3) Simulations indicated that position 3# achieved the highest energy storage capacity (Kmax = 0.91) and the greatest resistance to instability, whereas position 2# showed the lowest capacity (Kmin= 0.29) and the highest failure susceptibility. Positions 4#-5# formed a favorable range in which higher bolt axial forces generated a localized displacement field that inhibited crack growth and confined the damage zone. These findings show that selecting an appropriate anchorage position can markedly improve stiffness, load capacity, and crack resistance of cavity-containing sandstone, providing quantitative guidance for bolt layout in engineering practice.

Indexed as

Materials TestingSandCompressive StrengthStress, MechanicalSand

Identifiers

PMID41758885
PMCPMC12948095

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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.