找回密码
 To register

QQ登录

只需一步,快速开始

扫一扫,访问微社区

Titlebook: Sustainability Issues for the Deep Foundations; Proceedings of the 2 Hesham El-Naggar,Khalid Abdel-Rahman,Hany Shehata Conference proceedin

[复制链接]
查看: 42909|回复: 63
发表于 2025-3-21 19:02:56 | 显示全部楼层 |阅读模式
书目名称Sustainability Issues for the Deep Foundations
副标题Proceedings of the 2
编辑Hesham El-Naggar,Khalid Abdel-Rahman,Hany Shehata
视频video
概述Presents the state-of-art and practice on the analysis and design of piles under axial and lateral loading.Highlights new research on the long-term increase in pile capacity (or setup), effect of pile
丛书名称Sustainable Civil Infrastructures
图书封面Titlebook: Sustainability Issues for the Deep Foundations; Proceedings of the 2 Hesham El-Naggar,Khalid Abdel-Rahman,Hany Shehata Conference proceedin
描述This volume presents some advances in the analysis and design of deep foundations. It contains 21 technical papers covering various aspects of analysis and design of deep foundations based on full-scale field testing, numerical modeling and analytical solutions. They present 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, evaluation of the bearing capacity and settlement of piles from cone penetration tests, etc. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).
出版日期Conference proceedings 2019
关键词Axial pile capacity; Soil-Structure Interaction; Lateral pile capacity; Pile group; Pile setup; Numerical
版次1
doihttps://doi.org/10.1007/978-3-030-01902-0
isbn_softcover978-3-030-01901-3
isbn_ebook978-3-030-01902-0Series ISSN 2366-3405 Series E-ISSN 2366-3413
issn_series 2366-3405
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

书目名称Sustainability Issues for the Deep Foundations影响因子(影响力)




书目名称Sustainability Issues for the Deep Foundations影响因子(影响力)学科排名




书目名称Sustainability Issues for the Deep Foundations网络公开度




书目名称Sustainability Issues for the Deep Foundations网络公开度学科排名




书目名称Sustainability Issues for the Deep Foundations被引频次




书目名称Sustainability Issues for the Deep Foundations被引频次学科排名




书目名称Sustainability Issues for the Deep Foundations年度引用




书目名称Sustainability Issues for the Deep Foundations年度引用学科排名




书目名称Sustainability Issues for the Deep Foundations读者反馈




书目名称Sustainability Issues for the Deep Foundations读者反馈学科排名




单选投票, 共有 0 人参与投票
 

0票 0%

Perfect with Aesthetics

 

0票 0%

Better Implies Difficulty

 

0票 0%

Good and Satisfactory

 

0票 0%

Adverse Performance

 

0票 0%

Disdainful Garbage

您所在的用户组没有投票权限
发表于 2025-3-21 23:16:05 | 显示全部楼层
发表于 2025-3-22 01:24:22 | 显示全部楼层
发表于 2025-3-22 05:50:05 | 显示全部楼层
Negative Skin Friction Distribution on a Single Pile - Numerical Analysis,g the results obtained from the primary consolidation with different field tests. A parametric study of the surcharge load will be conducted then to examine the change in negative skin friction (NSF) distribution. Graphs will be obtained showing the relation between loading and changing in the neutral plane location (NPL).
发表于 2025-3-22 10:05:44 | 显示全部楼层
发表于 2025-3-22 14:54:40 | 显示全部楼层
Analytical Approaches to Predict Pile Settlement in London Clay,conjunction with simple analytical tools to attempt a quantification of performance uncertainty. Data from a series of previously published axial load tests on piles in London Clay is employed to this end. The methodology developed in this paper can arguably be expanded to a wider range of test sites and geological materials.
发表于 2025-3-22 18:23:11 | 显示全部楼层
发表于 2025-3-22 21:13:04 | 显示全部楼层
发表于 2025-3-23 03:23:50 | 显示全部楼层
发表于 2025-3-23 07:06:31 | 显示全部楼层
Response of Four Pile Group Subjected to Eccentric Loading, eccentric loading on the foundation may cause the structure to tilt/rotate. Serviceability and safety of these structures depend mainly on responses of the piles and the soil while resisting moment loading. In case of structures resting on the soft soil, the foundations are often rigid and stabilit
 关于派博传思  派博传思旗下网站  友情链接
派博传思介绍 公司地理位置 论文服务流程 影响因子官网 SITEMAP 大讲堂 北京大学 Oxford Uni. Harvard Uni.
发展历史沿革 期刊点评 投稿经验总结 SCIENCEGARD IMPACTFACTOR 派博系数 清华大学 Yale Uni. Stanford Uni.
|Archiver|手机版|小黑屋| 派博传思国际 ( 京公网安备110108008328) GMT+8, 2025-5-21 19:25
Copyright © 2001-2015 派博传思   京公网安备110108008328 版权所有 All rights reserved
快速回复 返回顶部 返回列表