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Effect Of Lightweight Aggregate With Water-Holding Capacity On Strength And Autogenous Shrinkage Of Ultra-High Performance Concrete, Fang Chi, Yang Weihao, Ren Kang, Zhang Jinghang, Lyu Yigang, Huang Dunwen, Peng Hui Apr 2025

Effect Of Lightweight Aggregate With Water-Holding Capacity On Strength And Autogenous Shrinkage Of Ultra-High Performance Concrete, Fang Chi, Yang Weihao, Ren Kang, Zhang Jinghang, Lyu Yigang, Huang Dunwen, Peng Hui

Journal of China & Foreign Highway

In response to the significant autog enous shrinkage issue of ultra-high performance concrete (UHPC ) under normal temperature curing,the influence of lightweight aggregates with water-holding capacity mixed with coarse aggregates on the compressive strength and autogenous shrinkage performance of UHPC was investigated.The mixing proportions of the two types of aggregates were optimized using the response surface method (RSM ).The results show that adequate amounts of basalt and volcanic rocks with water-holding capacity effectively reduce the shrinkage of UHPC.The rigid basalt restrains the shrinkage of the matrix,while volcanic rocks with water-holding capacity release moisture slowly,alleviating the autogenous drying effect and thus …

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Research On Mechanical Properties And Particle Crushing Of Construction Solid Waste Concrete As Subgrade Filler, Yu Nan, Song Yang, Bei Bei, Li Xuejian, Qi Ziyi Apr 2025

Research On Mechanical Properties And Particle Crushing Of Construction Solid Waste Concrete As Subgrade Filler, Yu Nan, Song Yang, Bei Bei, Li Xuejian, Qi Ziyi

Journal of China & Foreign Highway

Construction solid waste is often used as subgrade filler,and its mechanical properties are greatly affected by moisture content and compaction degree.To explore the influence of these factors on the mechanical and particle crushing performance of construction solid waste,laboratory large-scale direct shear tests and particle screening tests were conducted.This study analyzed samples with varying moisture content and compaction degrees under a certain maximum dry density.The large-scale shear tests were carried out under three normal stress conditions:50 kPa,100 kPa,and 150 kPa,and the particle crushing characteristics of construction solid waste before and after shearing were analyzed.The results reveal notable changes in particle crushing …

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Evaluation Of Multi‑Source Aggregate Adhesion Performance Based On Rotary Bottle Test, Wu Qian, Tong Daizhou, Chen Songqiang, Zhang Qunfeng, Ren Zhiqin Apr 2025

Evaluation Of Multi‑Source Aggregate Adhesion Performance Based On Rotary Bottle Test, Wu Qian, Tong Daizhou, Chen Songqiang, Zhang Qunfeng, Ren Zhiqin

Journal of China & Foreign Highway

The diversification of aggregate sources in pavement engineering has led to significant differences in aggregate properties,thereby affecting the adhesion performance between aggregates and asphalt.Accurately evaluating and distinguishing the adhesion performance between multi-source aggregates and asphalt are important prerequisites for ensuring the performance of asphalt pavement.A method for evaluating multi-source aggregates and modified asphalt based on rotary bottle tests and image processing was proposed.Rotary bottle tests were conducted on multi-source aggregates coated with modified asphalt,and the adhesion performance was quantitatively evaluated through the asphalt spalling rate obtained from image processing.Furthermore,the influence of factors such as immersion time and asphalt aging was …

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Preparation And Performance Study Of Asphalt Modified By Polyphosphoric Acid/Desulfurized Crumb Rubber, Yuan Jianbo, Yin Chan, Feng Xinjun, Yu Fan Apr 2025

Preparation And Performance Study Of Asphalt Modified By Polyphosphoric Acid/Desulfurized Crumb Rubber, Yuan Jianbo, Yin Chan, Feng Xinjun, Yu Fan

Journal of China & Foreign Highway

To improve the comprehensive performance of desulfurized rubber asphalt,the asphalt was modified by using desulfurized crumb rubber and polyphosphoric acid.Based on the response surface method,the preparation parameters of the composite modified asphalt were optimized.In addition,four types of modified asphalt were prepared by using ordinary rubber,desulfurized rubber,composite polyphosphoric acid/ordinary rubber,and composite polyphosphoric acid/desulfurized crumb rubber.Their performance was compared.The results show that compared with ordinary rubber asphalt,the asphalt modified by desulfurized rubber has lower viscosity,significantly lower mixing and compaction temperatures,and more stable compatibility between rubber powder and asphalt in the system,which facilitates the preparation,storage,transportation,and construction process of rubber asphalt.In terms of road …

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Research On Key Technologies For Reconstruction And Expansion Of Loose Semi-Rigid Base Asphalt Concrete Pavement, Xiao Guancheng Apr 2025

Research On Key Technologies For Reconstruction And Expansion Of Loose Semi-Rigid Base Asphalt Concrete Pavement, Xiao Guancheng

Journal of China & Foreign Highway

Some early-constructed semi-rigid base asphalt concrete pavements have severe looseness in the base layer,which makes it impractical to evaluate the fatigue life of the inorganic binder-stabilized layer for pavement reinforcement under these conditions.This kind of pavement widening project is affected by the condition of the existing pavement condition,raised elevation,traffic management,pavement regeneration,and other factors.Consequently,such projects pose significant challenges in reconstruction and expansion design.To address the key technical issues in reconstructing and expanding loose semi-rigid base asphalt concrete pavements,this article focused on the Shenzhen‒Shanwei West Expressway reconstruction and expansion project.Pavement overlay strengthening and widening techniques were studied through theoretical calculation and practical …

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Road Performance Of Fiber-Reinforced Semi-Flexible Pavement Materials, Sun Xuecong, Wang Hongchang, Liu Song Apr 2025

Road Performance Of Fiber-Reinforced Semi-Flexible Pavement Materials, Sun Xuecong, Wang Hongchang, Liu Song

Journal of China & Foreign Highway

This paper aimed to investigate the reinforcement effects of basalt fiber,polyester fiber,and lignin fiber on semi-flexible pavement materials and study their applicability in different structural layers.The optimum bitumen-aggregate ratio under different fiber dosages was determined through the leakage test and dispersion test,and the optimum fiber dosage was determined through the Marshall test.The fiber reinforcement effect was evaluated through the Marshall test,rutting test,low-temperature bending test,freeze-thaw splitting test,and splitting fatigue test.A three-dimensional finite element model was established by using ABAQUS software to analyze the mechanical response of semi-flexible materials in different structural layers.The results show that basalt fiber,polyester fiber,and lignin fiber all …

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Study On Chloride Ion Diffusion Model In Crack Zones Of Saturated Concrete Structure, Peng Jianxin, Zhou Pengcheng, Cheng Xiaokang, Zhou Yadong Apr 2025

Study On Chloride Ion Diffusion Model In Crack Zones Of Saturated Concrete Structure, Peng Jianxin, Zhou Pengcheng, Cheng Xiaokang, Zhou Yadong

Journal of China & Foreign Highway

In order to accurately characterize the b ehavior of cracks in accelerating chloride ion transport on both sides of the concrete,the concept of effective influence distance of cracks was proposed,and the crack pores were non-uniformly distributed according to the distance perpendicular to the crack surface in the modified equivalent medium model.The expression of chloride ion diffusion coefficient in crack zones of concrete was established based on the principle of flux conservation.Based on the existing experimental data,the applicability of the modified equivalent chloride ion diffusion model established in this paper was verified.Finally,the characteristics of non-uniform acceleration of chloride ion transport on …

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Application Of Bridge Crack Recognition Algorithm Based On Image Connected Domain, Huang Peng, Fan Wenzhe, Hu Lingling, Wu Di Apr 2025

Application Of Bridge Crack Recognition Algorithm Based On Image Connected Domain, Huang Peng, Fan Wenzhe, Hu Lingling, Wu Di

Journal of China & Foreign Highway

To address the issues of low accuracy and poor practical performance in existing bridge crack recognition algorithms,this paper took the high-precision image of a bridge surface as the research object and proposed a crack recognition algorithm based on the characteristics of image connected domain and the calculation principle of the maximum inscribed circle (CIACM ).Firstly,traditional image processing algorithms such as graying,uniform light filtering,and edge detection were used to show the edge features of cracks.Then,based on the characteristics of the connected domain and the calculation principle of the maximum inscribed circle,the crack was identified,and the maximum width of the crack was …

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Seismic Reliability Of Bridge Considering Material Deterioration During Whole Life Cycle, Zhu Kun, Yan Pengfei, Tan Hui, Liu Guokun Apr 2025

Seismic Reliability Of Bridge Considering Material Deterioration During Whole Life Cycle, Zhu Kun, Yan Pengfei, Tan Hui, Liu Guokun

Journal of China & Foreign Highway

In order to study the influence of material property deterioration on the seismic performance of bridges during service,based on the principle of steel corrosion and Fick ’s second law,this paper analyzed the deterioration law of steel and concrete material properties and obtained the degradation law of rubber bearing properties over time.According to the theory of seismic vulnerability and risk,a method was established to calculate the seismic reliability of bridges.With a reinforced concrete box girder bridge in China as an example,the seismic vulnerability curve,risk curve,and seismic reliability during the whole life cycle of the bridge were calculated.The research shows that:① The …

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Reasonable Design Scheme Of Temporary Lateral Bracings For A Herringbone-Shaped Pylon Without Crossbeams, Wu Yuxian, Li Chuanxi Apr 2025

Reasonable Design Scheme Of Temporary Lateral Bracings For A Herringbone-Shaped Pylon Without Crossbeams, Wu Yuxian, Li Chuanxi

Journal of China & Foreign Highway

The Xiangshan Bridge under construction is a semi-floating cable-stayed bridge with double pylons,double cable planes,and double-deck steel truss girders.The pylons are herringbone-shaped,with only corbels at the beam bottom and no crossbeams.The axis of the pylon limb is 9.9° to the plumb line,and the cantilever length is 165.8 m.The cantilever length of the inclined pylon limb is rare.In addition to ensuring the safety of pylon construction,reasonable design schemes of temporary lateral bracings should also facilitate the construction of pylons and temporary lateral bracings and save the investment of temporary lateral bracings.In view of the shortcomings of setting too many active lateral …

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Shear Behavior Of Reinforced Concrete Beams Strengthened By Cfrp Under Different Interface Slip Models, Jiang Bing, Wang Fangli, Sun Jianfeng Apr 2025

Shear Behavior Of Reinforced Concrete Beams Strengthened By Cfrp Under Different Interface Slip Models, Jiang Bing, Wang Fangli, Sun Jianfeng

Journal of China & Foreign Highway

To investigate the impact of different fiber reinforced polymer (FRP )-concrete interface bond-slip models on the shear performance of FRP-strengthened reinforced concrete beams,this study designed and cast five rectangular reinforced concrete beams.Four of these beams were reinforced with carbon fiber reinforced plastic (CFRP ) using four different methods:side strip spaced reinforcement,continuous strip reinforcement,U-shaped spaced reinforcement,and U-shaped continuous reinforcement.Field tests were conducted on the reinforced concrete beams.By utilizing Abaqus finite element analysis software,a finite element analysis model based on the interface debonding failure process was constructed by selecting three existing bond-slip models.The analysis results were subsequently compared with the experimental findings.The …

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Sensitivity For Beam Height Parameter Of Main Girder Fulcrum Section Of Extradosed Cable-Stayed Bridge, Tu Guangya, Jiang Xing, Liu Jing, Chen Linwei Apr 2025

Sensitivity For Beam Height Parameter Of Main Girder Fulcrum Section Of Extradosed Cable-Stayed Bridge, Tu Guangya, Jiang Xing, Liu Jing, Chen Linwei

Journal of China & Foreign Highway

The beam height of the main girder fulcrum section is one of the important design parameters of the extradosed cable-stayed bridge.In order to study the influence of the beam height of the main girder fulcrum section on the mechanical performance of the main girder of the extradosed cable-stayed bridge,the parameter sensitivity analysis was carried out.The analysis kept the cable force,the number and location of longitudinal prestress of the main girder,and the beam height of the mid-span section unchanged and only changed the beam height of the main beam fulcrum section.The influence of the change on the bending moment,stress,and stiffness of …

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Key Technology For Intelligent Construction Of Ultra-High Concrete Cable Tower, Mo Jun, Zhang Wen, Yuan Hang Apr 2025

Key Technology For Intelligent Construction Of Ultra-High Concrete Cable Tower, Mo Jun, Zhang Wen, Yuan Hang

Journal of China & Foreign Highway

As the planning and deployment of cross-sea and river-crossing passages continue,prominent issues such as high labor demand and poor working conditions have become evident during the construction of large-span and ultra-high cable towers.To address these issues,this paper explored efficient construction methods for ultra-high cable towers based on the concepts of intelligent,industrialized,standardized,and assembled construction technology for cable towers.The research method combined qualitative analysis of reasonable construction organization,and integrated intelligent tower construction equipment for ultra-high cable towers,as well as industrialized forming and assembled construction technologies for tower column reinforcement was proposed.Through the application in the Lingdingyang Bridge along the Shenzhen‒Zhongshan Bridge project,the …

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Internal And External Prestress Reinforcement Technology For Prestressed Continuous Box Girder, Song Chongyang, Fu Xingran, Gao Hongbo, Hu Chengze Apr 2025

Internal And External Prestress Reinforcement Technology For Prestressed Continuous Box Girder, Song Chongyang, Fu Xingran, Gao Hongbo, Hu Chengze

Journal of China & Foreign Highway

A prestressed concrete cast-in-situ continuous box girder bridge faces transverse cracking of the bottom plate of the second span and the overall stiffness decline.To address this issue,this paper analyzed the causes of the damage.A finite element damage model considering the reduction of section stiffness and prestress loss was established,and the new prestress reinforcement degree was reasonably determined according to the principle of envelope design.An internal and external prestress reinforcement scheme was proposed,which included adding a long internal bundle to the outer web and adding a partial short external bundle to the bottom plate of the second span.Through construction monitoring and …

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Test And Correction Of Effective Prestress In Bridges Based On X-Ray Diffraction, Zhang Liang, Zhou X Udong, Li Yanbing, Li Yi, Li Pengfei, Han Xu Apr 2025

Test And Correction Of Effective Prestress In Bridges Based On X-Ray Diffraction, Zhang Liang, Zhou X Udong, Li Yanbing, Li Yi, Li Pengfei, Han Xu

Journal of China & Foreign Highway

To further enhance the servic e pe rformance of bridges and prolong structural service life,it is of critical importance to effectively detect the prestress of structural steel strands in bridges.Conventional detection methods have limitations in practical engineering applications,showing substantial variabilities in test results.The X-ray diffraction (XRD ) method,based on the microscopic scale analysis of metallic materials,derives macroscopic stress distribution through lattice spacing variations,demonstrating theoretical clarity and testing stability.This study pioneered the application of XRD in the field of effective bridge prestress detection.Comparative laboratory tension tests were conducted to investigate surface treatment process optimization and correct effective stress.The results demonstrate that …

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Reinforcement Design Of Main T Russ Members Of Loaded Steel Truss Bridge Based On Sec Tion Enlargement Method, Chen Zuhe Apr 2025

Reinforcement Design Of Main T Russ Members Of Loaded Steel Truss Bridge Based On Sec Tion Enlargement Method, Chen Zuhe

Journal of China & Foreign Highway

This study investigate d the design sche me for reinforcing the loaded steel truss bridge using the section enlargement method through the Songpu Bridge rehabilitation project.It clarified the internal force calculation method and stress control principle for both original members and reinforced components and analyzed the influence of initial stresses in original members on the reinforcement effect.A combined theoretical and experimental approach was adopted,and an internal force distribution calculation method that considered the staged load-bearing process of reinforced components and original members was proposed,with the edge yield criterion of original members established as the stress control principle.Comparative analyses against the …

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Similar Materials For Tunnel Pre-Grouting Model Test In Fault Fracture Zone, Zheng Kunlong, Wang Jianyun, Linghu Yan, Ding Yate, Zhang Yujun, Wang Zhifeng Apr 2025

Similar Materials For Tunnel Pre-Grouting Model Test In Fault Fracture Zone, Zheng Kunlong, Wang Jianyun, Linghu Yan, Ding Yate, Zhang Yujun, Wang Zhifeng

Journal of China & Foreign Highway

In order to obtain similar materials for tunnel model tests with wide matching and simple preparation methods,engineering materials such as gypsum,cement,river sand,and machine-made sand were selected,so as to meet the requirements of pre-grouting model tests for tunnel fault fracture zone that investigate the grouting effect of permeable crystalline slurry.Similar materials for surrounding rock,fracture zone,and tunnel lining were prepared through methods such as similarity constant calculation,material selection,and performance testing.The results show that the similarity constant was determined,such as Cl=50,Cγ=1,CE=50,and CQ=2 500.The experiment is conducted based on an optimized material ratio and preparation process.Similar materials with weight,compressive strength,and elastic modulus ranging from …

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K-Means Clustering And Control Analysis Of Main Tunneling Parameters Of Mud-Water Balanced Shields In Water-Rich Round Gravel Strata, Lyu Yiye, Pei Lihua, Lin Dong, Yang Xingyu, Gui Yue Apr 2025

K-Means Clustering And Control Analysis Of Main Tunneling Parameters Of Mud-Water Balanced Shields In Water-Rich Round Gravel Strata, Lyu Yiye, Pei Lihua, Lin Dong, Yang Xingyu, Gui Yue

Journal of China & Foreign Highway

It is important to s et rea sonable tunneling parameters according to the ground conditions to reduce the deformation of existing tunnels,since the close crossing of new shield tunnels is likely to cause deformation in the adjacent existing tunnels.The K-means clustering algorithm was proposed to explore the correlation between tunneling parameters and surface settlement,and the optimal number of clusters was selected by using the sum of squared errors (ESSE) to measure the clustering quality.Through cluster analysis on the field monitoring data of the test section,three cluster centers were obtained.Finally,the optimal combination of tunneling parameters for mud-water balanced shield construction in …

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Application Research On Steel Sleeve Combined With Working Shaft End Reinforcement For Shield Launching And Receiving Technology, Yu Jingtao, Zhang Feilei, Zhang He, Xu Chao Apr 2025

Application Research On Steel Sleeve Combined With Working Shaft End Reinforcement For Shield Launching And Receiving Technology, Yu Jingtao, Zhang Feilei, Zhang He, Xu Chao

Journal of China & Foreign Highway

In view of the water and sand inrush risks faced by large-diameter slurry shield during launching and receiving in the water-rich silty fine sand stratum in the offshore area,the engineering practice of the double-lane shield tunnel at the bottom of the Karnaphuli River in Bangladesh was analyzed.The reasonable ranges of the tunnel portal chiseling thickness and the working shaft end reinforcement length were studied by theoretical calculation and numerical simulation.Finally,the reinforcement effect was evaluated through the analysis of shield tunneling parameters.The research results show that the reasonable range of longitudinal reinforcement of the end of the working shaft in the …

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Regulation Theory And Intelligent Incremental Launching Method For Simply Supported Closure Of Cable-Stayed Bridges, Zhan Lu, Chen Changsong, Ling Lihua, Huang Gen Apr 2025

Regulation Theory And Intelligent Incremental Launching Method For Simply Supported Closure Of Cable-Stayed Bridges, Zhan Lu, Chen Changsong, Ling Lihua, Huang Gen

Journal of China & Foreign Highway

Main girder closure is the key process for cable-stayed bridges to achieve internal force and alignment goals.Focusing on the stress problem of main girder closure during the construction of cable-stayed bridges,this paper analyzed the mechanical characteristics of different construction methods of simply supported closure of the main girder based on the adaptive unstressed configuration control method of bridges and established an analysis method for calculating the manufacturing size of closure segment in simply supported closure method.Moreover,it put forward a new intelligent incremental launching method for simply supported closure with Jiayu Yangtze River Bridge as the background and analyzed the main …

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Construction Of Disease Dataset Comprising 2d Images And 3d Morphologies Of Highways, Wang Zijian, Zhang Han, Yao Xinpeng, Xie Dongdong, Fan Songhua Apr 2025

Construction Of Disease Dataset Comprising 2d Images And 3d Morphologies Of Highways, Wang Zijian, Zhang Han, Yao Xinpeng, Xie Dongdong, Fan Songhua

Journal of China & Foreign Highway

In response to the lack of data samples for highway diseases both in China and abroad,this paper established a disease dataset that included 2D images and 3D morphologies of highways and clarified the principles of data collection,data processing methods,sample description,data quality control,and validation.The dataset contained 11 types of highway pavement diseases such as cracks,block cracks,longitudinal cracks,transverse cracks,subsidence,rutting,wave congestion,and potholes,in a total of 576 subdivided scenarios with different lanes,different light backgrounds,and different road structures.The dataset also comprised six types of traffic signs:warning signs,prohibition signs,directional signs,guide signs,tourist area signs,and road construction safety signs.This dataset could provide a large number of training samples …

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Simulation Research On Brt Control Strategies For Intersections And Applicable Conditions, Yang Liu, Liang Mia O, Cao Sen, Li Wenfang Apr 2025

Simulation Research On Brt Control Strategies For Intersections And Applicable Conditions, Yang Liu, Liang Mia O, Cao Sen, Li Wenfang

Journal of China & Foreign Highway

The setting of bus rapid transit (BRT ) dedicated lanes at intersections and the priority of BRT fixed signals lead to a decrease in road utilization rate,an increase in CO2 emission,and the deceleration of vehicles at intersections during peak hours.To address these issues,four BRT control strategies for intersections were proposed by changing BRT dedicated lanes into intermittent ones and controlling BRT active signal priority.The study focused on intersections implementing median-road BRT dedicated lanes.Based on the simulation of urban mobility (SUMO ) software and its secondary development interface,this study succeeded in simulating four control strategies by using Python programming language.Through simulation …

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Deformation Control Measures For Precast Beam Yard On High Fill Roadbeds Of Highway, Xie Xin, Zhao Jun, Song Zhanping, Guo Wenguang Apr 2025

Deformation Control Measures For Precast Beam Yard On High Fill Roadbeds Of Highway, Xie Xin, Zhao Jun, Song Zhanping, Guo Wenguang

Journal of China & Foreign Highway

In mountainous regions,high fill slopes and bridge structures are common due to topographical limitations,often leading to difficulties in transporting prefabricated bridge components.To address this situation,this paper proposed arranging a sunken precast beam yard on high fill roadbeds.The research analyzed the primary factors of roadbed settlement and deformation,applied multiple deformation control measures to manage the deformation of high fill roadbeds and the precast beam yard,and characterized their deformation through a three-dimensional numerical model analysis.The results show that replacing the lower soil layer with poor physical properties with a filler layer with better physical properties can effectively reduce the uneven settlement of …

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Overview And Prospect Of Engineering Practice Of Permanent Floating Bridge Structures, Zeng Zhuo, Zheng Honggang, Xiang Sheng, Cheng Bin Apr 2025

Overview And Prospect Of Engineering Practice Of Permanent Floating Bridge Structures, Zeng Zhuo, Zheng Honggang, Xiang Sheng, Cheng Bin

Journal of China & Foreign Highway

As the bridge construction goes forward to the deep-water environments,the permanent floating bridge structures have attracted more and more attention from international scholars.The project cases of worldwide representative permanent floating bridges were presented.The structural systems of the built permanent floating bridges were summarized.The research and application advances regarding the mechanical features,the construction process,and the special configurations of the permanent floating bridges were introduced.Finally,from the perspectives of the engineering economy and environment applicability,the development prospect of permanent floating bridges was analyzed.The research shows that the permanent floating bridge structure has been applied in engineering around the world and has two types …

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April 2025 Graduate Council Minutes, University Of Nebraska At Kearney Graduate Council Apr 2025

April 2025 Graduate Council Minutes, University Of Nebraska At Kearney Graduate Council

Graduate Council Minutes

No abstract provided.

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Table Of Contents - Vol. 49, No. 2 Apr 2025

Table Of Contents - Vol. 49, No. 2

Seton Hall Journal of Legislation and Public Policy

No abstract provided.

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Cardozo Announces The Judith And William Greenblatt Career Success Center With A $5m Commitment From Judith And William Greenblatt ’82, P’14, Benjamin N. Cardozo School Of Law Apr 2025

Cardozo Announces The Judith And William Greenblatt Career Success Center With A $5m Commitment From Judith And William Greenblatt ’82, P’14, Benjamin N. Cardozo School Of Law

Cardozo Law News Archive

The Benjamin N. Cardozo School of Law announced the creation of the Judith and William Greenblatt Career Success Center, supported by a $5 million gift from Judith and William Greenblatt ’82, P’14. This transformative contribution, among the largest in Cardozo’s history, expands the Office of Career Services and supports the Rise Up for Cardozo campaign. The gift honors the school’s upcoming 50th anniversary and has already contributed to a record 97.4% employment rate for the Class of 2024. The new center, officially launching this month, will provide enhanced career counseling and long-term support for student success.

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Kathryn O. Greenberg Immigration Justice Clinic Wins Victory For Client Under Convention Against Torture, Kathryn O. Greenberg Immigration Justice Clinic Apr 2025

Kathryn O. Greenberg Immigration Justice Clinic Wins Victory For Client Under Convention Against Torture, Kathryn O. Greenberg Immigration Justice Clinic

Cardozo Law News Archive

The Kathryn O. Greenberg Immigration Justice Clinic at Cardozo School of Law secured a major win for a client facing deportation. Under the supervision of Clinical Teaching Fellow Ellie Norton, students Vasundhra Navjeevan ’25 and Anais Rosenblatt ’25 successfully argued that their client qualified for protection under the Convention Against Torture, preventing his return to a country where he risked severe harm. The students dedicated months of research and advocacy, producing a 50-page brief and representing their client in court, resulting in a decision that adopted many of their arguments.

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Education About Eds: How Can Colleges Reduce The Risk And Prevalence Of Eating Disorders In Ncaa Female Athletes?, Meghan J. Mcnabb, Alexandra Jakubiak Apr 2025

Education About Eds: How Can Colleges Reduce The Risk And Prevalence Of Eating Disorders In Ncaa Female Athletes?, Meghan J. Mcnabb, Alexandra Jakubiak

Department of Nutrition Student Projects

Female collegiate athletes are currently recognized as a high-risk group for developing eating disorders due to performance pressures and unrealistic body standards. Limited studies have analyzed the impact of tailored educational and behavioral interventions on the prevalence of eating disorders among female athletes in the National Collegiate Athletic Association (NCAA). This proposed research will be conducted at Nova Southeastern University to explore how colleges can decrease the cases of eating disorders among female athletes using a multi-component educational intervention. Participants will be screened through the EAT-26 assessment tool and initial BMI measures will be recorded to establish a baseline for …

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News You Can Use: How To See The Stars Like An Astronomer, Jordan Karnbach Apr 2025

News You Can Use: How To See The Stars Like An Astronomer, Jordan Karnbach

University of Mississippi News

OXFORD, Miss. – Mother Nature has been putting on a celestial light show lately, including a lunar eclipse, meteor showers and a rare multi-planet alignment. Stargazers in Mississippi are in a good spot to enjoy the show, a University of Mississippi astronomer advises.

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