A New Spatial Deformation Measurement Method Using 3D Reconstruction Technology during Pile Penetration
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-1617-1.pdf
Reference55 articles.
1. Cheng WC, Bai XD, Sheil BB, Li G, Fei W (2020a) Identifying characteristics of pipejacking parameters to assess geological conditions using optimisation algorithm-based support vector machines. Tunnelling and Underground Space Technology 106(1): 103592, DOI: https://doi.org/10.1016/j.tust.2020.103592
2. Cheng WC, Li G, Liu N, Xu J, Horpibulsuk S (2020b) Recent massive incidents for subway construction in soft alluvial deposits of Taiwan: A review. Tunnelling and Underground Space Technology 96(2): 103178, DOI: https://doi.org/10.1016/j.tust.2019.103178
3. Cheng WC, Li G, Ong DEL, Chen SL, Ni JC (2020c) Modelling liner forces response to very close-proximity tunnelling in soft alluvial deposits. Tunnelling and Underground Space Technology 103(1): 103455, DOI: https://doi.org/10.1016/j.tust.2020.103455
4. Cheng WC, Ni JC, Arulrajah A, Huang HW (2018a) A simple approach for characterising tunnel bore conditions based upon pipe-jacking data. Tunnelling & Underground Space Technology 71(1):494–504, DOI: https://doi.org/10.1016/j.tust.2017.10.002
5. Cheng WC, Ni JC, Huang HW, Shen JS (2018b) The use of tunnelling parameters and spoil characteristics to assess soil types: A case study from alluvial deposits at a pipejacking project site. Bulletin of Engineering Geology and the Environment 78(4):2933–2942, DOI: https://doi.org/10.1007/s10064-018-1288-4
Cited by 7 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. Research on the Pile–Soil Interaction Mechanism of Micropile Groups in Transparent Soil Model Experiments;Buildings;2024-09-02
2. A Transparent Soil Experiment to Investigate the Influence of Arrangement and Connecting Beams on the Pile–Soil Interaction of Micropile Groups;Sensors;2024-08-22
3. Penetration mechanism of open-ended pipe piles under jacking and driving methods;Mechanics of Advanced Materials and Structures;2024-08-06
4. Full-field internal 3D deformations measurement of transparent soil using 3D-DIC combined with optical slicing;Acta Geotechnica;2024-02-23
5. Study on Shielding Effect of the Pile Group in a Soft-Soil Foundation;Applied Sciences;2023-08-21
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