Anchoring effect of NPR cables under dynamic conditions and its engineering applications

Anchor cable failures due to dynamic loads are common in rock engineering. Traditional cables could be invalid to accommodate large displacement and deformation in geomaterials. Cable body failure often occurs due to limitations in mechanical characteristics and small deformation of traditional anchor cables. The new Negative Poisson's ratio (NPR) cable has the mechanical properties of high strength, toughness, and impact resistance due to its special structure. This study investigated the response of NPR cable anchorage systems under dynamic loading through laboratory tests and numerical modeling. The dynamic pull-out tests on NPR cable under drop hammer loading were conducted to examine the behavior of dynamic perturbation mitigation. To investigate the intricate NPR cable-rock interaction, a coupled model utilizing the distinct element method (DEM) and the finite difference method (FDM) was established. The NPR cable was encircled by grouted concrete and sandstone modeled with discretized particles using the distinct element method. The numerical results and the NPR cable-rock interaction under dynamic loading were carefully analyzed and discussed. The NPR cable-rock interaction, including the relative sliding displacement between the cone and the pipe, the accumulated relative sliding displacement between the cone and the pipe, the radial displacement of the pipe, and the contact forces of concrete and rock, were carefully studied through numerical simulation. Furthermore, a microscopic analysis was conducted to investigate the failure modes exhibited by the grouting material and the surrounding rock. Finally, NPR cables are utilized to reinforce the slope stability in open-pit mines. Their applications demonstrate that NPR cables can mitigate slope failures and play a crucial role in anticipating and providing timely warnings of slope instability, alongside a comprehensive slope stability monitoring system. This study offers valuable insights that can contribute to predicting and enhancing the performance of NPR cables in mitigating the effects of dynamic disasters.

Authors

Institutions

Publication Details

Journal
Scientific Reports
Published
2025-05-10
DOI
https://doi.org/10.1038/s41598-025-90284-w
Citations
2
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
1.91

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Anchoring effect of NPR cables under dynamic conditions and its engineering applications

Manchao He, Zhigang Tao, Haijiang Zhang, Jie Hu
2 citations
Scientific Reports
Geotechnical Engineering and Underground Structures
1.91
article

Anchoring effect of NPR cables under dynamic conditions and its engineering applications

Manchao He, Zhigang Tao, Haijiang Zhang, Jie Hu
article en
2 citations

Abstract

Anchor cable failures due to dynamic loads are common in rock engineering. Traditional cables could be invalid to accommodate large displacement and deformation in geomaterials. Cable body failure often occurs due to limitations in mechanical characteristics and small deformation of traditional anchor cables. The new Negative Poisson's ratio (NPR) cable has the mechanical properties of high strength, toughness, and impact resistance due to its special structure. This study investigated the response of NPR cable anchorage systems under dynamic loading through laboratory tests and numerical modeling. The dynamic pull-out tests on NPR cable under drop hammer loading were conducted to examine the behavior of dynamic perturbation mitigation. To investigate the intricate NPR cable-rock interaction, a coupled model utilizing the distinct element method (DEM) and the finite difference method (FDM) was established. The NPR cable was encircled by grouted concrete and sandstone modeled with discretized particles using the distinct element method. The numerical results and the NPR cable-rock interaction under dynamic loading were carefully analyzed and discussed. The NPR cable-rock interaction, including the relative sliding displacement between the cone and the pipe, the accumulated relative sliding displacement between the cone and the pipe, the radial displacement of the pipe, and the contact forces of concrete and rock, were carefully studied through numerical simulation. Furthermore, a microscopic analysis was conducted to investigate the failure modes exhibited by the grouting material and the surrounding rock. Finally, NPR cables are utilized to reinforce the slope stability in open-pit mines. Their applications demonstrate that NPR cables can mitigate slope failures and play a crucial role in anticipating and providing timely warnings of slope instability, alongside a comprehensive slope stability monitoring system. This study offers valuable insights that can contribute to predicting and enhancing the performance of NPR cables in mitigating the effects of dynamic disasters.

Scientific ReportsVol. 15(1)
Shaoxing University (CN), China University of Mining and Technology (CN)
State Key Laboratory for GeoMechanics and Deep Underground Engineering
Openalex Percentile: Top 16%
Geotechnical Engineering and Underground Structures
1.91
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.