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Titlebook: Advances in Analysis and Design of Deep Foundations; Proceedings of the 1 Murad Abu-Farsakh,Khalid Alshibli,Anand Puppala Conference procee

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发表于 2025-3-21 17:23:57 | 显示全部楼层 |阅读模式
期刊全称Advances in Analysis and Design of Deep Foundations
期刊简称Proceedings of the 1
影响因子2023Murad Abu-Farsakh,Khalid Alshibli,Anand Puppala
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发行地址Presents the state of art and practice on the analysis and design of piles under axial and lateral loading.Includes the state of art and practice on the long-term increase in pile capacity (or setup),
学科分类Sustainable Civil Infrastructures
图书封面Titlebook: Advances in Analysis and Design of Deep Foundations; Proceedings of the 1 Murad Abu-Farsakh,Khalid Alshibli,Anand Puppala Conference procee
影响因子.This volume on “Advances in Analysis and Design of Deep Foundations” contains 22 technical papers which cover various aspects of analysis and design of deep foundations based on full-scale field testing, numerical modeling, and analytical solutions. The technical papers are 8-10 pages long that present the results and findings from research as well as practical-oriented studies on deep foundations that are of interest to civil/geotechnical engineering community. The topics cover a wide spectrum of applications that include evaluation of the axial and lateral capacity of piles, pile group effects, evaluation of the increase in pile capacity with time (or pile setup), influence of excavation on pile capacity, study the behavior of pile raft caisson foundations, evaluate the bearing capacity and settlement of piles from cone penetration tests, etc. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017..
Pindex Conference proceedings 2018
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书目名称Advances in Analysis and Design of Deep Foundations影响因子(影响力)




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书目名称Advances in Analysis and Design of Deep Foundations网络公开度学科排名




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书目名称Advances in Analysis and Design of Deep Foundations被引频次学科排名




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Conference proceedings 2018caisson foundations, evaluate the bearing capacity and settlement of piles from cone penetration tests, etc. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017..
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2366-3405 ctice on the long-term increase in pile capacity (or setup),.This volume on “Advances in Analysis and Design of Deep Foundations” contains 22 technical papers which cover various aspects of analysis and design of deep foundations based on full-scale field testing, numerical modeling, and analytical
发表于 2025-3-23 00:10:28 | 显示全部楼层
George C. Hsiao,Wolfgang L. Wendlandm the results, it is shown that the safety coefficient increases from 1.3 to 1.75 as a result of the effect of steel pipe piles, which indicates that the reinforcement effect of steel pipe piles is feasible.
发表于 2025-3-23 02:38:49 | 显示全部楼层
https://doi.org/10.1007/978-3-540-68545-6 This paper presents a discussion on the aspects related to design and construction of deep foundations unique to the East Coast of United States. Challenges such as limited accessibility; maintenance and protection of adjacent structures; and increased risk management are discussed with the aid of demonstrative case histories.
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