The Cumulative Damage Evolution Law Of Multi-Anchor Circular Piles Reinforced Landslide Under Earthquake Action-Reference-Cited by-同舟云学术

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The Cumulative Damage Evolution Law Of Multi-Anchor Circular Piles Reinforced Landslide Under Earthquake Action

Published:2024-04-15 Issue:8 Volume:57 Page:6321-6336
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Wei Hong,Tao Zhigang^ORCID,He Manchao,Wu Honggang,Lv Xiaoqiang,Yu Haijun,Weng Hanqian

Funder

Gansu Provincial Youth Science and Technology Fund Project

National natural science foundation

Science and Technology Research and Development Plan of China Railway Co., Ltd.

Gansu Province Technology Innovation Guidance Plan-Enterprise R & D Institutions Capacity Building Special Funding

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-024-03857-y.pdf

Reference57 articles.

1. Al-Defae AH, Knappett JA (2015) Newmark sliding block model for pile-reinforced slopes under earthquake loading. Soil Dyn Earthq Eng 75:265–278. https://doi.org/10.1016/j.soildyn.2015.04.013

2. Bao YJ, Hu HQ, Gan G (2023) Seismic response analysis of slope reinforced by pile-anchor structures under near-fault pulse-like ground motions. Soil Dyn Earthq Eng 164:107576. https://doi.org/10.1016/j.soildyn.2022.107576

3. Bradley BA (2015) Correlation of arias intensity with amplitude, duration and cumulative intensity measures. Soil Dyn Earthq Eng 78:89–98. https://doi.org/10.1016/j.soildyn.2015.07.009

4. Brand L (1957) The pi theorem of dimensional analysis. Arch Ration Mech an 1:35–45. https://doi.org/10.1007/bf00297994

5. Buckingham E (1914) On physically similar systems; illustrations of the use of dimensional equations. Phys Rev 4(4):345–376. https://doi.org/10.1103/physrev.4.345

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