Assessment and analysis of load-settlement characteristics for square model footings on sand beds enhanced with vertical pultruded fibreglass reinforced helical piles
Author:
Affiliation:
1. Department of Civil Engineering, National Institute of Technology Srinagar, Srinagar, India
Funder
no funding associated with the work
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2024.2359811
Reference51 articles.
1. THE COMPRESSION AND UPLIFT BEARING CAPACITIES OF HELICAL PILES IN COHESIONLESS SOIL
2. Abyaneh Jafarian and Naggar El. n.d. “ST42-1 Building Tomorrow’s Society Bâtir La Société de Demain Soil-Structure Interaction Modeling of Frp Composite Piles.”
3. Bearing Capacity of Uplift Piles with End Gates
4. Improvement of two-component grouts by the use of ground granulated blast furnace slag
5. Utilization of micro-piles for improving the sub-grade under the existing strip foundation: experimental and numerical study
Cited by 1 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. Recent developments in pile foundations: design, construction, innovations and case studies;International Journal of Geotechnical Engineering;2023-07-03
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