Dynamic responses and evolution characteristics of bedrock and overburden layer slope with space anchor cable anti-slide piles based on large-scale shaking table test-Reference-Cited by-同舟云学术

Dynamic responses and evolution characteristics of bedrock and overburden layer slope with space anchor cable anti-slide piles based on large-scale shaking table test

Published:2023-12 Issue: Volume:175 Page:108245
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Lian Jing,Ding Xuanming^ORCID,Wen Hao,Tong Xinhao,Qu Liming^ORCID

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. Dynamic response of a slope reinforced by double-row anti-sliding piles and pre-stressed anchor cables;Fan;J Mt Sci-Engl.,2019

2. An experimental evaluation of pile-anchor strengthening mechanics for existing tunnels in landslide region;Zhang;Undergr Space,2022

3. Behavior and testing of anchors in simulated seismic cracks;Hoehler;ACI Struct J,2008

4. Behavior of anchors in cracked concrete under tension cycling at near-ultimate loads;Hoehler;ACI Struct J,2008

5. Seismic interference of two nearby horizontal strip anchors in layered soil;Ghosh;Nat Hazards,2012

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1. The Cumulative Damage Evolution Law Of Multi-Anchor Circular Piles Reinforced Landslide Under Earthquake Action;Rock Mechanics and Rock Engineering;2024-04-15

2. Corrigendum to “Dynamic responses and evolution characteristics of bedrock and overburden layer slope with space anchor cable anti-slide piles based on large-scale shaking table test” [Soil Dynam. Earthq. Eng. 175 (2023) 108245];Soil Dynamics and Earthquake Engineering;2024-03