Earthquake-Resistant Design and Remediation of Lifelines and Deep Foundations Subjected to Liquefaction: Centrifuge Modeling and Engineering Interpretations
液化生命线和深层基础的抗震设计和修复:离心机建模和工程解释
基本信息
- 批准号:9812581
- 负责人:
- 金额:$ 5万
- 依托单位:
- 依托单位国家:美国
- 项目类别:Standard Grant
- 财政年份:1998
- 资助国家:美国
- 起止时间:1998-09-15 至 1999-08-31
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
The 1995 Hyogoen-Nanbu earthquake claimed more than 5500 lives and caused damage in excess of 100 billion dollars. Gas, water, and electric utility lines reptured. Bridges and overpasses on highways, railroads and subways collapsed. High-rise residential and office structures were severely damaged. Liquefied soils settled and spread laterally along the coast and in docks, piers, sea walls, and quays. Kilometers of docks and quay walls titled and settled both at the coast and in the man-made islands, Port Island and Rokko Island. The entire port of Kobe was almost completely destroyed. This urban disaster resulted from an earthquake striking directly within a densely populated urban area. A similar devastation was fortunately avoided in the San Fernando Valley in California since the 1994 Northridge earthquake released its energy away from populated areas.This action is to support a collaborative research program involving a team of US and Japanese researchers. The US side includes professors and students form Cornell University, Rensselaer Polytechnic Institute, and the University of Southern California. Several US government and industry organizations have also agreed to cooperate, including the Multidiciplinary Center for Earthquake Engineering research [MCEER- formerly NCEER], the Pacific Gas and Electric Company (PG&E), U.S. Army Corps of Engineers, U.S. Geological survey, and Woodward-Clyde Consultants. On the Japanese side, the team consists of professors and students from Kyoto University, Tokyo Institute of Technology, University of Tokyo, Waseda University, and Yamaguchi University. Several Japanese government and industry organizations will also contribute to the research effort. The main objective is to investigate the effects of liquefaction induced deformation on foundations and lifeline systems in the 1994 Northridge and 1995 Hyogoken-Nanbu earthquakes, and to propose engineering solutions to mitigate these devastating effects in future earthquakes. The findings of the research teams will contribute to the implementation of performance-based design in geotechnical and structural engineering in the United States and Japan.
1995年发生的孝原-南部地震造成5500多人死亡,经济损失超过1000亿美元。煤气、水和电力管道被修复。高速公路、铁路和地铁上的桥梁和立交桥倒塌。高层住宅和办公建筑严重受损。液化的土壤沿海岸、码头、桥墩、海堤和码头沉降并横向扩散。长达数公里的码头和码头墙在海岸和人工岛(港岛和六岛)上命名并定居。整个神户港口几乎完全被摧毁。这次城市灾难是由于地震直接袭击了人口密集的城市地区。幸运的是,自1994年北岭地震释放能量远离人口稠密地区以来,加利福尼亚州的圣费尔南多谷避免了类似的破坏。这一行动是为了支持一项由美国和日本研究人员组成的合作研究计划。美方包括康奈尔大学、伦斯勒理工学院和南加州大学的教授和学生。一些美国政府和行业组织也同意合作,包括多学科地震工程研究中心[MCEER-以前的NCEER]、太平洋天然气和电力公司(PG&;E)、美国陆军工程兵团、美国地质调查局和伍德沃德-克莱德咨询公司。在日本方面,该团队由来自京都大学、东京工业大学、东京大学、早稻田大学和山口大学的教授和学生组成。一些日本政府和行业组织也将为研究工作做出贡献。主要目的是研究液化引起的变形对1994年北岭地震和1995年孝根-南布地震中基础和生命线系统的影响,并提出工程解决方案,以减轻未来地震中这些破坏性影响。研究小组的研究结果将有助于在美国和日本实施基于性能的岩土和结构工程设计。
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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Ricardo Dobry其他文献
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand
- DOI:
10.1016/j.soildyn.2024.108906 - 发表时间:
2024-10-01 - 期刊:
- 影响因子:
- 作者:
Mohamed E. Ghazy;Tarek Abdoun;Ricardo Dobry;Waleed El-Sekelly - 通讯作者:
Waleed El-Sekelly
Ricardo Dobry的其他文献
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{{ truncateString('Ricardo Dobry', 18)}}的其他基金
EAGER: Exploratory Research on Seismic Liquefaction of Sand at Low and High Confining Pressures
EAGER:低围压和高围压砂土地震液化探索性研究
- 批准号:
1545026 - 财政年份:2015
- 资助金额:
$ 5万 - 项目类别:
Standard Grant
NEESR-SG: Experimental and Micromechanical Computational Study of Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading
NEESR-SG:液化诱导横向扩展桩基的实验和微力学计算研究
- 批准号:
0529995 - 财政年份:2005
- 资助金额:
$ 5万 - 项目类别:
Standard Grant
Upgrading, Development and Integration of Next Generation Earthquake Engineering Experimental Capability at Rensselaer's 100 g-ton Geotechnical Centrifuge
伦斯勒 100 克吨岩土离心机下一代地震工程实验能力的升级、开发和集成
- 批准号:
0086555 - 财政年份:2000
- 资助金额:
$ 5万 - 项目类别:
Cooperative Agreement
Earthquake-Resistant Design and Remediation of Lifelines and Deep Foundations Subjected to Liquefaction: Centrifuge Modeling and Engineering Interpretations
液化生命线和深层基础的抗震设计和修复:离心机建模和工程解释
- 批准号:
9820842 - 财政年份:1999
- 资助金额:
$ 5万 - 项目类别:
Continuing Grant
New Constitutive Relation for Granular Soils Based on RecentParticulate Mechanics Findings
基于最新颗粒力学研究结果的粒状土的新本构关系
- 批准号:
9728623 - 财政年份:1997
- 资助金额:
$ 5万 - 项目类别:
Standard Grant
Experimental Study of Earthquake-Induced Soil Liquefaction and Lateral Spreading and its Effects on Pile-Supported Port Facilities
地震引起土体液化横向扩展及其对桩基港口设施影响的试验研究
- 批准号:
9612233 - 财政年份:1996
- 资助金额:
$ 5万 - 项目类别:
Continuing Grant
VELACS-Verification of Liquefaction Analysis using Centrifuge Studies-An Extension
VELACS-使用离心机研究验证液化分析-扩展
- 批准号:
9527557 - 财政年份:1995
- 资助金额:
$ 5万 - 项目类别:
Continuing Grant
Symposium on Centrifuge Modelling for Geotechnical and Earthquake Engineering Applications, Troy, NY, 14 July 1992
岩土和地震工程应用离心机建模研讨会,纽约州特洛伊,1992 年 7 月 14 日
- 批准号:
9216234 - 财政年份:1992
- 资助金额:
$ 5万 - 项目类别:
Standard Grant
Numerical and Experimental Study of Stress-Strain Behavior of Granular Soils using Random Arrays of Elastic Ellipsoids
使用弹性椭球体随机阵列对粒状土的应力应变行为进行数值和实验研究
- 批准号:
9106189 - 财政年份:1991
- 资助金额:
$ 5万 - 项目类别:
Continuing Grant
Velacs - Verification of Liquefaction Analysis By CentrifugeStudies
Velacs - 通过 CentrifugeStudies 验证液化分析
- 批准号:
9016880 - 财政年份:1990
- 资助金额:
$ 5万 - 项目类别:
Continuing Grant
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