Collaborative Research: Full Size Experiments and Centrifuge Physical Models of Pile Foundations Subjected to Lateral Spreading: Comparative Study and Engineering Interpretation
合作研究:横向扩展桩基的全尺寸试验和离心机物理模型:比较研究和工程解释
基本信息
- 批准号:0200510
- 负责人:
- 金额:$ 22万
- 依托单位:
- 依托单位国家:美国
- 项目类别:Standard Grant
- 财政年份:2002
- 资助国家:美国
- 起止时间:2002-08-01 至 2005-07-31
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
This research effort aims to study experimentally the effect of earthquake-induced lateral spreading due to liquefaction on pile foundations, both in full size and centrifuge model conditions. Comparable tests of instrumented single piles and pile groups embedded in 1-and 2-layer soil profiles will be conducted in slightly inclined laminar boxes subjected to base shaking at three facilities: 1) The 100g-ton geotechnical centrifuge, laminar box and in-flight shaker at RPI, 2) The 6m high laminar box and 1g shaking table at NIED, Japan (largest laminar box in the world), and 3) the 1.9m high laminar box and 1g shaking table at UCSD (largest laminar box in the US). Taking advantage of the successful experience at RPI in this kind of testing, this research constitutes the first opportunity for direct comparison of results in controlled experimental environments between centrifuge and full sized tests to be conducted at NIED. Additionally, centrifuge and full size NIED results will be used to validate the medium-size experiments to be performed using the UCSD shaking table and laminar box. Advanced data analysis techniques-including system identification and visualizations-will be used to process and compare the results from the three facilities, with engineering interpretations and computer simulations.
这项研究工作旨在通过实验研究地震诱导的由于液化引起的侧向扩散的影响,无论是在全尺寸还是离心机模型条件下,无论是在桩基础上。 Comparable tests of instrumented single piles and pile groups embedded in 1-and 2-layer soil profiles will be conducted in slightly inclined laminar boxes subjected to base shaking at three facilities: 1) The 100g-ton geotechnical centrifuge, laminar box and in-flight shaker at RPI, 2) The 6m high laminar box and 1g shaking table at NIED, Japan (largest laminar box in the世界)和3)UCSD(美国最大的层流盒)的1.9m高层流盒和1克摇桌。 利用RPI在这种测试中的成功经验,这项研究构成了直接比较在NIED进行的离心机和全尺寸测试中受控的实验环境中结果的机会。 此外,离心机和全尺寸NIED结果将用于验证使用UCSD摇桌和层流盒进行的中型实验。 先进的数据分析技术 - 包括系统识别和可视化措施将使用工程解释和计算机模拟处理和比较三个设施的结果。
项目成果
期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
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Ahmed Elgamal其他文献
Seismic performance evaluation of a pile-supported wharf system at two seismic hazard levels
两种地震危险等级下桩承式码头系统的抗震性能评估
- DOI:
10.1016/j.oceaneng.2020.108333 - 发表时间:
2020-11 - 期刊:
- 影响因子:5
- 作者:
Lei Su;Huaping Wan;Jinchi Lu;Xianzhang Ling;Ahmed Elgamal;Arul K. Arulmoli - 通讯作者:
Arul K. Arulmoli
Seismic fragility analysis of pile-supported wharves with the influence of soil permeability
土体渗透率影响下桩承式码头地震易损性分析
- DOI:
10.1016/j.soildyn.2019.04.003 - 发表时间:
2019-07 - 期刊:
- 影响因子:4
- 作者:
Lei Su;Huaping Wan;Kaiming Bi;Yong Li;Jinchi Lu;Xianzhang Ling;Ahmed Elgamal;Arul K. Arulmoli - 通讯作者:
Arul K. Arulmoli
Finite Element Response Sensitivity Analysis of a Multi-Yield-Surface J2 Plasticity Model by Direct Differentiation Method
直接微分法多屈服面J2塑性模型的有限元响应灵敏度分析
- DOI:
- 发表时间:
- 期刊:
- 影响因子:7.2
- 作者:
Quan Gu;Joel P. Conte;Zhaohui Yang;Ahmed Elgamal - 通讯作者:
Ahmed Elgamal
Evaluation of structural condition using Wavelet transforms
使用小波变换评估结构状况
- DOI:
- 发表时间:
2008 - 期刊:
- 影响因子:0
- 作者:
Koichi Kusunoki;Ahmed Elgamal;Masaomi Teshigawara;Joel P. Conte - 通讯作者:
Joel P. Conte
Seismic performance of U-shaped spillway retaining wall from shake table tests
- DOI:
10.1016/j.soildyn.2023.108020 - 发表时间:
2023-09-01 - 期刊:
- 影响因子:
- 作者:
Kyungtae Kim;Mokhtar A. Khalifa;M. Hesham El Naggar;Ahmed Elgamal - 通讯作者:
Ahmed Elgamal
Ahmed Elgamal的其他文献
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{{ truncateString('Ahmed Elgamal', 18)}}的其他基金
US-Egypt Cooperative Research: Seismic Risk Assessment of Wind Turbine Towers in Zafarana Wind Farm Egypt
美埃合作研究:埃及扎法拉纳风电场风力发电机塔架地震风险评估
- 批准号:
1445712 - 财政年份:2014
- 资助金额:
$ 22万 - 项目类别:
Standard Grant
Sustainability and Performance-Based Ground Stabilization Assessment
可持续性和基于性能的地面稳定评估
- 批准号:
1201195 - 财政年份:2012
- 资助金额:
$ 22万 - 项目类别:
Standard Grant
NEESR-II: A Seismic Study of Wind Turbines for Renewable Energy
NEESR-II:可再生能源风力涡轮机的地震研究
- 批准号:
0830422 - 财政年份:2008
- 资助金额:
$ 22万 - 项目类别:
Standard Grant
ITR: Collaborative Research: An Integrated Framework for Health Monitoring of Highway Bridges and Civil Infrastructure
ITR:合作研究:公路桥梁和民用基础设施健康监测的综合框架
- 批准号:
0205720 - 财政年份:2002
- 资助金额:
$ 22万 - 项目类别:
Continuing Grant
Interactive Web-Based Experimental and Computational Learning Environments for Earthquake Engineering Research and Education
用于地震工程研究和教育的基于网络的交互式实验和计算学习环境
- 批准号:
0088130 - 财政年份:2000
- 资助金额:
$ 22万 - 项目类别:
Standard Grant
Collaborative Research; ParCYCLIC: Internet-Enabled Simulation of Earthquake Liquefaction Response on Parallel Computers
合作研究;
- 批准号:
0084616 - 财政年份:2000
- 资助金额:
$ 22万 - 项目类别:
Standard Grant
Equipment for UCSD Geotechnical Centrifuge Laboratory
加州大学圣地亚哥分校岩土离心机实验室设备
- 批准号:
9987827 - 财政年份:2000
- 资助金额:
$ 22万 - 项目类别:
Standard Grant
Analysis of Hualien Downhole Seismic Records
花莲井下地震记录分析
- 批准号:
9527375 - 财政年份:1995
- 资助金额:
$ 22万 - 项目类别:
Standard Grant
Identification and Modeling of Earthdam Response During Northridge, January 17, 1994 and Previous Earthquakes
1994 年 1 月 17 日北岭地震和之前地震期间的土坝响应识别和建模
- 批准号:
9416248 - 财政年份:1994
- 资助金额:
$ 22万 - 项目类别:
Standard Grant
REG: Equipment for Contruction of Soil Models for Geotechnical Centrifuge Testing
REG:用于土工离心机测试的土壤模型构建设备
- 批准号:
9311277 - 财政年份:1994
- 资助金额:
$ 22万 - 项目类别:
Standard Grant
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