Centrifuge modeling of the pile foundation reinforcement on slopes subjected to uneven settlement
Author:
Funder
National Key R&D Program of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s10064-020-01723-z.pdf
Reference26 articles.
1. Al-Defae AH, Knappett JA (2014) Centrifuge modeling of the seismic performance of pile-reinforced slopes. J Geotech Geoenviron 140(6):1–13. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001105
2. Ashour M, Ardalan H (2012) Analysis of pile stabilized slopes based on soil–pile interaction. Comput Geotech 39:85–97. https://doi.org/10.1016/j.compgeo.2011.09.001
3. Ausilio E, Conte E, Dente G (2001) Stability analysis of slopes reinforced with piles. Comput Geotech 28(8):591–611. https://doi.org/10.1016/s0266-352x(01)00013-1
4. Donnelly LJ, Cruz HDL, Asmar I, Zapata O, Perez JD (2001) The monitoring and prediction of mining subsidence in the Amaga, Angelopolis, Venecia and Bolombolo regions, Antioquia, Colombia. Eng Geol 59(1–2):103–114. https://doi.org/10.1016/s0013-7952(00)00068-5
5. He Y, Hazarika H, Yasufuku N, Han Z (2015) Evaluating the effect of slope angle on the distribution of the soil–pile pressure acting on stabilizing piles in sandy slopes. Comput Geotech 69:153–165. https://doi.org/10.1016/j.compgeo.2015.05.006
Cited by 10 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Field study on pile side grouting reinforcement for in-service pile foundation using segmental localized grouting;Journal of Physics: Conference Series;2024-01-01
2. Seismic response analysis of frame structures with uneven settlement of foundation considering soil-structure interaction;Results in Engineering;2023-12
3. Seismic Pile–Soil Interaction Analysis Based on a Unified Thixotropic Fluid Model in Liquefiable Soil;Sustainability;2023-03-17
4. Optimization Analysis of Uneven Settlement in Pipe Gallery Based on Ant Colony Algorithm;Lecture Notes on Data Engineering and Communications Technologies;2023
5. An experimental study of pile stabilized infinite slopes under in-flight pseudo-static loading;Bulletin of Engineering Geology and the Environment;2022-09-22
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3