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Characterization and Propagation of Historical and Projected Droughts in the Umatilla River Basin, Oregon, USA

Advances in Atmospheric Sciences 2024年第2期41卷 247-262,I0020-I0028页

作者： Sudip GAUTAM Alok SAMANTARAY Meghna BABBAR-SEBENS Meenu RAMADAS School of Civil and construction Engineering Oregon State UniversityCorvallisOR 97331USA School of Infrastructure Indian Institute of TechnologyBhubaneswarOdisha 752050India

Climate change is expected to have long-term impacts on drought and wildfire risks in Oregon as summers continue to become warmer and drier. This paper investigates the projected changes in drought characteristics and drought propagation in the Umatilla River Basin in northeastern Oregon for mid-century(2030–2059) and late-century(2070–2099) climate scenarios. Drought characteristics for projected climates were determined using downscaled CMIP5 climate datasets from ten climate models and Soil and Water Assessment Tool to simulate effects on hydrologic processes. Short-term(three months) drought characteristics(frequency, duration, and severity) were analyzed using four drought indices, including the Standardized Precipitation Index(SPI-3), Standardized Precipitation-Evapotranspiration Index(SPEI-3), Standardized Streamflow Index(SSI-3), and the Standardized Soil Moisture Index(SSMI-3). Results indicate that short-term meteorological droughts are projected to become more prevalent, with up to a 20% increase in the frequency of SPI-3drought events. Short-term hydrological droughts are projected to become more frequent(average increase of 11% in frequency of SSI-3 drought events), more severe, and longer in duration(average increase of 8% for short-term droughts).Similarly, short-term agricultural droughts are projected to become more frequent(average increase of 28% in frequency of SSMI-3 drought events) but slightly shorter in duration(average decrease of 4%) in the future. Historically, drought propagation time from meteorological to hydrological drought is shorter than from meteorological to agricultural drought in most sub-basins. For the projected climate scenarios, the decrease in drought propagation time will likely stress the timing and capacity of water supply in the basin for irrigation and other uses.

关键词： Umatilla drought SPI SPEI SSI SSMI

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Improved prediction of pile bending moment and deflection due to adjacent braced excavation

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Frontiers of Structural and Civil Engineering 2023年第11期17卷 1739-1759页

作者： Chana PHUTTHANANON Pornkasem JONGPRADIST Duangkamol SIRIRAK Prateep LUEPRASERT Pitthaya JAMSAWANG construction innovations and future infrastructures research center Department of Civil EngineeringFaculty of EngineeringKing Mongkut's University of Technology ThonburiBangkok 10140Thailand Department of Civil Engineering School of EngineeringKing Mongkut's Institute of Technology LadkrabangBangkok 10520Thailand Soil Engineering research center Department of Civil EngineeringKing Mongkut's University of Technology North BangkokBangkok10800Thailand

Deep excavations in dense urban areas have caused damage to nearby existing structures in numerous past construction *** assessment is crucial in the initial design *** study develops equations to predict the existing pile bending moment and deflection produced by adjacent braced *** parameters(i.e.,the excavation geometry,diaphragm wall thickness,pile geometry,strength and small-strain stiffness of the soil,and soft clay thickness)were considered and employed in the developed *** is practically unfeasible to obtain measurement data;hence,artificial data for the bending moment and deflection of existing piles were produced from well-calibrated numerical analyses of hypothetical cases,using the three-dimensional finite element *** developed equations were established through a multiple linear regression analysis of the artificial data,using the transformation *** addition,the three-dimensional nature of the excavation work was characterized by considering the excavation corner effect,using the plane strain ratio *** estimation results of the developed equations can provide satisfactory pile bending moment and deflection data and are more accurate than those found in previous studies.

关键词： pile responses excavation prediction deflection bending moments

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Reliability-based settlement analysis of embankments over soft soils reinforced with T-shaped deep cement mixing piles

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Frontiers of Structural and Civil Engineering 2022年第5期16卷 638-656页

作者： Chana PHUTTHANANON Pornkasem JONGPRADIST Daniel DIAS Xiangfeng GUO Pitthaya JAMSAWANG Julien BAROTH construction innovations and future infrastructures research center Department of Civil EngineeringFaculty of EngineeringKing Mongkut’s University of Technology ThonburiBangkok 10140Thailand 3SR Laboratory Grenoble INPFrench National Centre for Scientific Research(CNRS)Grenoble Alpes UniversityGrenoble 38000France Antea Group Antony 92160France Soil Engineering research center Department of Civil EngineeringKing Mongkut’s University of Technology North BangkokBangkok 10800Thailand

This paper presents a reliability-based settlement analysis of T-shaped deep cement mixing(TDM)pile-supported embankments over soft *** uncertainties of the mechanical properties of the in-situ soil,pile,and embankment,and the effect of the pile shape are considered *** analyses are performed using Monte Carlo Simulations in combination with an adaptive Kriging(using adaptive sampling algorithm).Individual and system failure probabilities,in terms of the differential and maximum settlements(serviceability limit state(SLS)requirements),are *** reliability results for the embankments supported by TDM piles,with various shapes,are compared and discussed together with the results for conventional deep cement mixing pile-supported embankments with equivalent pile *** influences of the inherent variabilities in the material properties(mean and coefficient of variation values)on the reliability of the piled embankments,are also *** study shows that large TDM piles,particularly those with a shape factor of greater than 3,can enhance the reliability of the embankment in terms of SLS requirements,and even avoid unacceptable reliability levels caused by variability in the material properties.

关键词： T-shaped deep cement mixing piles piled embankments settlement reliability analysis soil uncertainties

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Numerical investigation on the responses of existing single piles due to adjacent twin tunneling considering the lagging distance

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Underground Space 2023年第4期11卷 171-188页

作者： Chana Phutthananon Somkiat Lertkultanon Pornkasem Jongpradist Ochok Duangsano Suched Likitlersuang Pitthaya Jamsawang construction innovations and future infrastructures research center Department of Civil EngineeringFaculty of EngineeringKing Mongkut’s University of Technology ThonburiBangkok 10140Thailand Geotechnical and Foundation Engineering Co. LtdBangkok 10230Thailand Centre of Excellence in Geotechnical and Geoenvironmental Engineering Department of Civil EngineeringFaculty of EngineeringChulalongkorn UniversityBangkok 10330Thailand Soil Engineering research center Department of Civil EngineeringKing Mongkut’s University of Technology North BangkokBangkok 10800Thailand

This paper presents an assessment of the influence of the lagging distance between two horizontal tunnel faces of the side-by-side twin tunnels on the responses of the adjacent existing single pile by a series of three-dimensional numerical *** different relative positions between the pile tip and the tunnel are considered to cover the short and long pile *** responses of the existing pile in terms of pile head settlement,axial force,lateral movement and bending moment are considered and *** numerical results indicate that the lagging distance between twin tunnel faces significantly affects not only the soil movements but also the responses of the existing single *** critical case that produces unsatisfactory pile responses due to twin tunneling is when the lagging distance between the second tunnel and the preceding tunnel equals to the shield *** is recommended that the lagging distance be not less than three times of shield length when the two tunnels need to be concurrently excavated.

关键词： Twin tunnels Tunnel lagging distance Existing pile Finite element analysis Pile responses

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Reliability assessment for serviceability limit states of stiffened deep cement mixing column-supported embankments

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Journal of Rock Mechanics and Geotechnical Engineering 2023年第9期15卷 2402-2422页

作者： Chana Phutthananon Pornkasem Jongpradist Kangwan Kandavorawong Daniel Dias Xiangfeng Guo Pitthaya Jamsawang construction innovations and future infrastructures research center Department of Civil EngineeringFaculty of EngineeringKing Mongkut’s University of Technology ThonburiBangkok10140Thailand Laboratory 3SR Grenoble INPCNRSGrenoble Alpes UniversityGrenoble38000France Department of Civil and Environmental Engineering National University of SingaporeSingapore119077Singapore Soil Engineering research center Department of Civil EngineeringKing Mongkut’s University of Technology North BangkokBangkok10800Thailand

The reliability and deterministic analyses of wood-cored stiffened deep cement mixing and deep cement mixing column-supported embankments(referred to as WSCSE and DCSE,respectively)considering serviceability limit state requirements are presented in this *** field theory was used to simulate the spatial variability of soilcement mixing(SCM)material in which the adaptive Kriging Monte Carlo simulation was adopted to estimate the failure probability of a columnsupported embankment(CSE)system.A new method for stochastically generating random values of unconfined compressive strength(qu)and the ratio(Ru)between the undrained elastic modulus and qu of SCM material based on statistical correlation data is *** performance of CSEs concerning changes in the mean(μ),coefficient of variation(CoV),and vertical spatial correlation length(θv)of qu and Ru are presented and *** obtained results indicate that WSCSE can provide a significantly higher reliability level and can tolerate more SCM material spatial variability than *** performance of DCSE and WSCSE,which can be considered satisfactory in a deterministic framework,cannot guarantee an acceptable reliability level from a probabilistic *** highlights the importance and necessity of employing reliability analyses for the design of ***,consideration of only μ and CoV of qu seems to be sufficient for reliability analysis of WSCSE while for DCSE,uncertainties regarding the Ru(*** μ and CoV)and θv of qu cannot be ignored.

关键词： Reliability analysis Column-supported embankment(CSE) Stiffened deep cement mixing column Serviceability Adaptive kriging Monte Carlo simulation

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Advancing CRISPR base editing technology through innovative strategies and ideas

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Science China Life Sciences 2024年

作者： Xiongwei Fan Yang Lei Liren Wang Xiushan Wu Dali Li The center for Heart Development College of Life Science Hunan Normal University Shanghai Frontiers Science research Base of Genome Editing and Cell Therapy Shanghai Key Laboratory of Regulatory Biology Institute of Biomedical Sciences and School of Life Sciences East China Normal University Guangdong Provincial Key Laboratory of Pathogenesis Targeted Prevention and Treatment of Heart Disease

The innovation of CRISPR/Cas gene editing technology has developed rapidly in recent years. It is widely used in the fields of disease animal model construction, biological breeding, disease diagnosis and screening, gene therapy, cell localization, cell lineage tracking, synthetic biology, information storage, etc. However, developing idealized editors in various fields is still a goal for future development. This article focuses on the development and innovation of non-DSB editors BE and PE in the platform-based CRISPR system. It first explains the application of ideas for improvement such as “substitution”, “combination”, “adaptation”, and “adjustment” in BE and PE development and then catalogues the ingenious inversions and leaps of thought reflected in the innovations made to CRISPR technology. It will then elaborate on the efforts currently being made to develop small editors to solve the problem of AAV overload and summarize the current application status of editors for in vivo gene modification using AAV as a delivery system. Finally, it summarizes the inspiration brought by CRISPR/Cas innovation and assesses future prospects for development of an idealized editor.

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Progress in 3D‑MXene Electrodes for Lithium/Sodium/Potassium/Magnesium/Zinc/Aluminum‑Ion Batteries

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Electrochemical Energy Reviews 2023年第1期6卷 756-789页

作者： Tariq Bashir Shaowen Zhou Shiqi Yang Sara Adeeba Ismail Tariq Ali Hao Wang Jianqing Zhao Lijun Gao College of Energy Soochow Institute for Energy and Materials InnovationsSoochow UniversitySuzhou 215006JiangsuChina research Institute of Superconductor Electronics Nanjing UniversityNanjing 210023JiangsuChina

MXenes have attracted increasing attention because of their rich surface functional groups,high electrical conductivity,and outstanding dispersibility in many solvents,and have demonstrated competitive efficiency in energy storage and conversion ***,the restacking nature of MXene nanosheets like other two-dimensional(2D)materials through van der Waals forces results in sluggish ionic kinetics,restricted number of active sites,and ultimate deterioration of MXene mate-rial/device *** strategy of raising 2D MXenes into three-dimensional(3D)structures has been considered an efficient way for reducing restacking,providing greater porosity,higher surface area,and shorter distances for mass transport of ions,surpassing standard one-dimensional(1D)and 2D *** multivalent ion batteries,the positive multivalent ions combine with two or more electrons at the same time,so their capacities are two or three times that of lithium-ion batteries(LIBs)under the same conditions,e.g.,a magnesium ion battery has a high theoretical specific capacity of 2205 mAh g^(−1)and a high volumetric capacity of 3833 mAh cm^(−3).In this review,we summarize the most recent strategies for fabricating 3D MXene architectures,such as assembly,template,3D printing,electrospinning,aerogel,and gas foaming *** consideration has been given to the applications of highly porous 3D MXenes in energy storage devices beyond LIBs,such as sodium ion batteries(SIBs),potassium ion batteries(KIBs),magnesium ion batteries(MIBs),zinc ion batteries(ZIBs),and aluminum ion batteries(AIBs).Finally,the authors provide a summary of the future opportunities and challenges for the construction of 3D MXenes and MXene-based electrodes for applications beyond LIBs.

关键词： 3D MXene Fabrication methods Multivalent ion batteries Beyond LIBs

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Survey on digital twins for Internet of Vehicles:Fundamentals,challenges,and opportunities

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Digital Communications and Networks 2024年第2期10卷 237-247页

作者： Jiajie Guo Muhammad Bilal Yuying Qiu Cheng Qian Xiaolong Xu Kim-Kwang Raymond Choo School of Computer and Software Nanjing University of Information Science and TechnologyNanjing210044China Department of Computer Engineering Hankuk University of Foreign StudiesGyeonggi-do17035South Korea Jiangsu Hydraulic research Institute Nanjing210044China Department of Information Systems and Cyber Security University of Texas at San AntonioSan AntonioTX78249-0631USA

As autonomous vehicles and the other supporting infrastructures(e.g.,smart cities and intelligent transportation systems)become more commonplace,the Internet of Vehicles(IoV)is getting increasingly *** have been attempts to utilize Digital Twins(DTs)to facilitate the design,evaluation,and deployment of IoV-based systems,for example by supporting high-fidelity modeling,real-time monitoring,and advanced predictive ***,the literature review undertaken in this paper suggests that integrating DTs into IoV-based system design and deployment remains an understudied *** addition,this paper explains how DTs can benefit IoV system designers and implementers,as well as describes several challenges and opportunities for future researchers.

关键词： Internet of vehicles Digital twin Simulation Traffic systems

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Design and construction of super-long span bridges in China: Review and future perspectives

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Frontiers of Structural and Civil Engineering 2020年第4期14卷 803-838页

作者： Wei HUANG Minshan PET Xiaodong LIU Ya WEI Intelligent Transportation System research center Southeast UniversityNanjing 211189China China Communications construction Company Ltd. Beijing 100088China Department of Civil Engineering Tsinghua UniversiyBeijing 100084China

Super-long span bridges demand high design requirements and involve many difficulties when constructed,which is an important indicator to reflect the bridge technical level of a *** the past three decades,a large percentage of the new long-span bridges around the world were built in China,and thus,abundant technological innovations and experience have been accumulated during the design and *** paper aims to review and summarize the design and construction practices of the superstructure,the substructure,and the steel deck paving of the long-span bridges during the past decades as well as the current operation status of the existing long-span bridges in China.A future perspective was given on the developing trend of high-speed railway bridge,bridge over deep-sea,health monitoring and maintenance,intellectualization,standard system,and information technology,which is expected to guide the development direction for the construction of future super long-span bridges and promote China to become a strong bridge construction country.

关键词： long-span bridges steel box girder design technology construction technology,review and future perspectives

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Improving construction work zone safety using technology:A systematic review of applicable technologies

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Journal of Traffic and Transportation Engineering(English Edition) 2020年第1期7卷 61-75页

作者： Chukwuma Nnaji John Gambatese Hyun Woo Lee Fan Zhang Department of Civil Construction and Environmental EngineeringThe University of AlabamaTuscaloosaAL 35487USA School of Civil and construction Engineering Oregon State UniversityCoruallisOR 97331USA Department of construction Management University of WashingtonSeattleWA 98195USA School of construction and Design University of Southern MississippiHattiesburgMS 39406USA

Once considered conventional,the construction industry is gradually increasing its reliance on innovations such as the application of technologies in safety *** the growing literature on technology applications in safety management and the varying opinions on the utility of applied technologies,a systematic review that streamlines findings from past studies is indispensable to construction *** a number of review studies are available in the building construction sector,the level of fragmentation and uniqueness within the construction industry necessitates a review study specifically targeting the heavy civil *** response,the present study applies a three-step approach to identify and review articles pertinent to the safety of highway construction work *** factors considered include the number of publications per year,publication locations,and technology *** addition,the present study proposes to broadly group work zone safety technologies(WZSTs)into three categories based on their primary purpose:speed reduction systems,intrusion prevention and warning systems,and human-machine-interaction detection *** findings include WZST research trends,application of smart work zone systems,and the potential relationship between WZSTs and *** paper ends with the identification of six additional research areas aimed at deepening the understanding of technology’s role in highway safety *** trend analysis and an in-depth discussion of each technology category alongside the identified research gaps will provide a substantial informative body of knowledge that both benefits current practitioners and directs researchers towards potential future studies.

关键词： Transportation Work zone Worker safety Technology application Safety technology Systematic review

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