CAREER: Beyond the Code - Towards Next Generation Design for Deep Foundations
CAREER: Beyond the Code - Towards Next Generation Design for Deep Foundations
批准号:
1752303
负责人:
Anne Lemnitzer
金额:
$50.0万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2018
资助国家:
美国
项目状态:
已结题
起止时间:
2018-09-01 至 2024-08-31
中文摘要
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英文摘要
This Faculty Early Career Development Program (CAREER) award will create a synthesized, geo-structural, and risk-informed framework for deep foundation engineering analysis and design. Recent events, both domestically and internationally, have highlighted the critical nature of foundation resilience in ensuring continued infrastructure function following natural disasters. The framework to be developed will be capable of providing next-generation resistance formulations for infrastructure foundations capable of reliably and holistically assessing the behavior and response of deep foundations under multiaxial loading. The framework will offer more accurate and parsimonious design solutions which will reduce overdesign, and require less material. It will spur the introduction and implementation of novel instrumentation technologies and sustainable materials. In addition, research findings will accelerate the transition to use of high-performance materials with permanently integrated integrity assessment capabilities by providing a validated design platform to accurately characterize foundation response behavior. This will potentially result in substantial reductions in the cost of building foundations. The CAREER educational objectives focus on stimulating interdisciplinary curiosity and growth through diverse curricular efforts and industry involvement in geo-structural undergraduate and graduate classroom training. It will cater to the increasing demand for technical rigor and a global mindset in engineering graduates. Professional career development activities will supplement the technical educational activities to increase the retention of diversity in geo-structural engineering in academia and industry, and stimulate a lifelong interest in research and development. The latter part of the educational plan will specifically target female engineers, and is aligned with NSF INCLUDES.The core of the CAREER research consists of executing well-coordinated, large-scale experimental- and risk-informed numerical simulations to generate baseline knowledge that aids the development of integrated, performance-based assessment metrics. Specifically, this research will enable the (i) derivation of robust, next-generation loading-response formulations; (ii) development of creative experimental tools to holistically evaluate damage evolution; (iii) validation of models for design and post-hazard integrity analyses, and (iv) risk-driven sensitivity studies to connect all components into a unified decision-making framework. In addition, the experimental studies will fill vital data gaps through prototype-scale testing of soil-pile systems for which limited research has been performed, i.e., specifically targeting piles with complex structural fixity conditions at the pile head and pile tip. Another aspect of the research will develop innovative experimental tools to improve our fundamental understanding of complex three-dimensional (3D) soil-structure interaction (SSI) by extracting volumetric measurements in deep foundation systems via 3D printed, cast in place instrumentation technologies. The research program will benefit the profession by implementing new understanding in software tools usable for individual component and system analysis for a broad spectrum of infrastructure beyond deep foundations.This award reflects NSF's statutory mission and has been deemed worthy of support through evaluation using the Foundation's intellectual merit and broader impacts review criteria.
期刊论文(4)
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Experimental Studies of Rock Socketed Piles with Different Transverse Reinforcement Ratios
不同横向配筋率嵌岩桩试验研究
DOI:
10.1061/9780784483404.001
发表时间:
2021
期刊:
and Analysis of Deep Foundations
影响因子:
--
作者:
[Farrag, Rabie, Turner, Benjamin, Cox, Carter, Lemnitzer, Anne]
通讯作者:
Lemnitzer, Anne
Shear Demands of Rock-Socketed Piles Subject to Cyclic Lateral Loading
循环横向荷载作用下嵌岩桩的剪切需求
DOI:
10.37308/dfijnl.20200526.223
发表时间:
2020
期刊:
DFI Journal The Journal of the Deep Foundations Institute
影响因子:
--
作者:
[Farrag, Rabie]
通讯作者:
Farrag, Rabie
Axial Load Capacity Predictions of Drilled Displacement Piles With SPT- and CPT-based Direct Methods
使用基于 SPT 和 CPT 的直接方法预测钻孔位移桩的轴向承载能力
DOI:
10.37308/dfijnl.20220512.262
发表时间:
2022
期刊:
DFI Journal The Journal of the Deep Foundations Institute
影响因子:
--
作者:
[Figueroa, Genesis]
通讯作者:
Figueroa, Genesis
Lateral load testing and 3D stress measurements in a pile foundation
桩基中的横向载荷测试和 3D 应力测量
DOI:
--
发表时间:
2022
期刊:
The 11th International Conference on Stress Wave Theory and Design and Testing Methods for Deep Foundations
影响因子:
--
作者:
[Farrag, Rabie, Slowik, Volker, Lemnitzer, Anne]
通讯作者:
Lemnitzer, Anne
RAPID/Collaborative Research: Geotechnical and Geoenvironmental Properties of the Ahr Valley and Their Role in Structural Damage During Recent Flooding
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批准号:2213714
-
项目类别:Standard Grant
-
资助金额:$3.0万
-
财政年份:2022
-
负责人:Anne Lemnitzer
-
依托单位:
GOALI/Collaborative Research: Future Underground Landscape - Learning from Large Excavations in a Complex Urban Environment
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批准号:1917168
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项目类别:Standard Grant
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资助金额:$32.94万
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财政年份:2019
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负责人:Anne Lemnitzer
-
依托单位:
RAPID: U.S. Instrumentation and Data Processing of a Large-Scale Experiment on Soil-Structure Interaction of Underground Structures on the E-Defense Shake Table in Miki, Japan
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批准号:1203212
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项目类别:Standard Grant
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资助金额:$4.9万
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财政年份:2011
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负责人:Anne Lemnitzer
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依托单位:
海外基金