Construction Engineering and Management Commons^™

Making Bridges Outlast Rising Waters, Daniel Cox

TREC Project Briefs

During Hurricanes Ivan in 2004 and Katrina in 2005, at least 11 highway and railroad bridges along the U.S. Gulf Coast were damaged by wave forces. The spans of these bridges typically rested on bent column supports, and were attached to the supports by a variety of connection methods. Failure of these connections caused bridge spans to be washed away when the water rose high enough to lift them off. To build bridges that can withstand such forces, engineers must be able to estimate the effects the forces will have.

Investigator Daniel Cox of Oregon State University has conducted wave …

Hispanic Construction Workers And Assertiveness Training, Pramen Shrestha, Nancy Menzel

Nursing Faculty Research

BACKGROUND: Hispanic (Latino) construction workers experience disparities in occupational death and injury rates in the United States. The cultural value of respect for those in authority may hinder these workers from requesting safe working conditions from supervisors.

OBJECTIVE: To evaluate whether Hispanic construction workers in Las Vegas, Nevada found assertiveness training more useful than non-Hispanic trainees and whether or not they practiced this behavior at work after the training.

METHODS: An assertiveness training simulation was part of fall prevention classes offered to area construction workers. Eight weeks after the training, participants were interviewed by telephone about class topics they found …

เสถียรภาพแบบไม่ระบายน้ำของกำแพงกันดินเสาเข็มในดินเหนียว, กานต์ ถีระวงษ์

Chulalongkorn University Theses and Dissertations (Chula ETD)

วิทยานิพนธ์นี้เสนอการศึกษาเสถียรภาพแบบไม่ระบายของกำแพงกันดินเสาเข็มสำหรับงานขุดในดินเหนียว ด้วยระเบียบวิธีไฟไนต์อิลิเมนต์สองและสามมิติ กำแพงกันดินและดินเหนียวถูกจำลองเป็นชิ้นส่วนแบบปริมาตร ชิ้นส่วนเชื่อมต่อระหว่างดินและโครงสร้างถูกนำมาใช้ที่ผิวสัมผัสระหว่างกำแพงและดินโดยรอบ ดินเหนียวถูกแบ่งเป็นสองชั้น คือ ดินเหนียวชั้นบนจะมีความลึกจากผิวดินจนถึงความลึกงานขุด และดินเหนียวชั้นล่างจะอยู่ตั้งแต่ความลึกงานขุดลงไป การศึกษานี้พิจารณาลักษณะการค้ำยันกำแพงในแนวระดับสี่ประเภทคือ กำแพงไม่มีการค้ำยัน กำแพงมีการค้ำยันที่จุดบนสุดของกำแพง กำแพงมีการค้ำยันที่จุดบนสุด และจุดกึ่งกลางที่ระยะครึ่งหนึ่งของความลึกงานขุดจากจุดบนสุดของกำแพง และกำแพงมีการค้ำยันต่อเนื่องตลอดฝั่งด้านเสาเข็มที่ขุดดินออก กำแพงกันดินเสาเข็มถูกจำลองเป็นวัสดุอิลาสติก ดินเหนียวถูกจำลองด้วยวัสดุมอห์ร-คูลอมบ์ที่สภาวะไม่ระบายน้ำ การจำลองสภาพวิบัติของระเบียบวิธีไฟไนต์อิลิเมนต์ใช้หลักการลดทอนกำลัง ผลการศึกษาถูกเสนอเป็นแผนภูมิออกแบบของตัวเลขเสถียรภาพที่สัมพันธ์กับพารามิเตอร์ไร้มิติของขนาดรูปร่างของกำแพงกันดิน งานขุด และคุณสมบัติดิน การเปรียบเทียบผลเฉลยกรณีกำแพงมีการค้ำยันต่อเนื่องแบบสองมิติของการศึกษานี้กับผลเฉลยจากวิธีวิเคราะห์ในอดีตแสดงความสอดคล้องกัน นอกจากนั้นยังได้เสนอสมการผลเฉลยเพื่อความสะดวกในการใช้งานผลการศึกษาจากแผนภูมิออกแบบ

Acoustic Properties Of Concrete Panels With Crumb Rubber As A Fine Aggregate Replacement, Niall Holmes, Alex Browne, Christopher Montague

Articles

This paper presents the acoustic performance of small scale crumb rubber concrete (CRC) panels in terms of the sound absorbance and insulation at low (63, 125, 250 & 500 Hz) and high (1000, 2000, 4000 and 5000 Hz) frequencies. Acoustic tests were conducted with differing levels of fine aggregate replacement with crumb rubber (7.5 and 15%) with four different grades following freezing and heating. Analysis of the workability, compressive strength and density are also presented. The results found that CRC performed well in terms of sound absorbance particularly with higher proportions (15% here) and grades of crumb rubber. As an …

Industrial Relations And The Construction Sector: The Implications Of Mcgowan And Ors V The Labour Court, Ruairi Hayden

Other Resources

On the 9^th May 2013 the Supreme Court in McGowan and Ors v The Labour Court and Ors found Registered Employment Agreements to be incompatible with the Constitution. Registered Employment Agreements (REA) are provided for in Part III of the Industrial Relations Act 1946. Collective bargaining has traditionally been the method for employees and employers to negotiate terms of employment within the construction industry. These agreements would then be registered with the Labour Court and they would have legal effect. Registered Employment Agreements are particularly suited to the construction industry due to the labour intensive nature of the industry …

Pile Load Distribution Behavior Of Pile Group Foundations Subjected To Combined Vertical Load And Moment, Janine Correa Faustino

Chulalongkorn University Theses and Dissertations (Chula ETD)

The purpose of this thesis is to perform parametric studies of maximum pile force, pile settlement, pile cap rotation and pile force distribution on square shape pile group foundation by employing three-dimensional finite element software, PLAXIS 3D. The square pile group foundation is subjected to combined vertical load and moment under the elastic material of two soil layers. For this study, a special element in PLAXIS 3D, called embedded pile element is used to model each pile in the pile group foundation. To simulate the pile group foundation, a small gap between pile cap and subsoil is introduced in the …

ผลเฉลยสถานะวิบัติของเสาเข็มรับแรงดันด้านข้างในดินเหนียวโดยการวิเคราะห์ไฟไนต์อิลิเมนต์, สุรภาพ แก้วสวัสดิ์วงศ์

Chulalongkorn University Theses and Dissertations (Chula ETD)

วัตถุประสงค์ของวิทยานิพนธ์นี้เพื่อศึกษาเสาเข็มแรงดันด้านข้างวิบัติในดินเหนียว วิธีไฟไนต์อิลิเมนต์สองมิติและสามมิติถูกนำมาใช้เพื่อหาผลเฉลยในการศึกษานี้ การวิเคราะห์ไฟไนต์อิลิเมนต์แบบสามมิติบนระนาบความเครียดถูกนำมาใช้สำหรับการจำลองหน้าตัดแนวราบและหน้าตัดแนวดิ่ง การจำลองหน้าตัดแนวราบแสดงการประมาณของเสาเข็มรูปวงกลมหรือท่อรับแรงด้านข้างที่จุดศูนย์กลาง ในทางกลับกัน การจำลองหน้าตัดแนวดิ่งแสดงการประมาณของกำแพงฝังในดินซึ่งรับแรงดันด้านข้างและโมเมนต์ที่จุดบนสุด สำหรับกรณีเสาเข็มหน้าตัดแนวดิ่งและเสาเข็มจริงในระบบสามมิติ ที่หัวเสาเข็มถูกจำลองโดยแบ่งออกเป็นสองกรณีคือกรณีที่มีการยึดรั้งที่หัวเสาเข็มและไม่ยึดรั้งที่หัวเสาเข็ม นอกเหนือจากนี้ ผลกระทบของความหนาสำหรับการจำลองเสาเข็มหน้าตัดแนวดิ่งก็ถูกนำมาศึกษาเช่นกัน สำหรับการวิเคราะห์ทั้งหมด เสาเข็มถูกจำลองด้วยวัสดุแบบอิลาสติกและไม่เกิดการวิบัติขึ้นในโครงสร้าง ดินเหนียวถูกจำลองด้วยวัสดุแบบมอร์-คูลอมบ์ในสภาพไม่ระบายน้ำ ชิ้นส่วนเชื่อมต่อระหว่างดินและโครงสร้างถูกใช้ที่ผิวสัมผัสระหว่างดินเหนียวและเสาเข็มของทั้งสองหน้าตัด นอกจากนั้น ชิ้นส่วนเชื่อมต่อระหว่างดินและโครงสร้างถูกจำลองเป็นสองแบบคือ การเชื่อมต่อแบบแรงดึงสมบูรณ์ และ การเชื่อมต่อแบบไม่มีแรงดึง กรณีแรกจำลองสภาพไม่เกิดการแยกตัวระหว่างดินและโครงสร้าง แต่กรณีสองจำลองสภาพการแยกตัวระหว่างดินและโครงสร้าง ผลเฉลยแรงวิบัติของเสาเข็มรับแรงด้านข้างถูกนำเสนอในรูปของพารามิเตอร์ไร้มิติ ผลการศึกษาของงานวิจัยนี้ถูกเปรียบเทียบกับผลการศึกษาในอดีต นอกเหนือจากนี้ เส้นขอบเขตการวิบัติของผลเฉลยของเสาเข็มรับแรงในแนวราบและโมเมนต์ร่วมกันสำหรับกรณีเสาเข็มหน้าตัดแนวดิ่งและเสาเข็มจริงในระบบสามมิติก็ถูกนำเสนอเช่นกัน ท้ายที่สุด ผลกระทบสามมิติที่มีต่อผลเฉลยของตัวแปรไร้มิติของเสาเข็มรับแรงดันด้านข้างก็ถูกนำเสนอในงานวิจัยนี้

Laboratory Investigation And Numerical Modelling Of Track Foundation For High-Speed Railway Construction On Bangkok Soft Soil, Phitsanu Pholkainuwatra

Chulalongkorn University Theses and Dissertations (Chula ETD)

The government of Thailand has recently decided to launch a high-speed railway project to promote regional economy and improve the logistics of trade to connect with other countries in Southeast Asia community. Raising a complication regarding the load transfers will certainly induce many problems to the railway system. Moreover, the constructions of railway substructures in the past often involve the low quality of materials especially in the Central Plain of Thailand. Therefore, it is necessary to determine the sources of construction materials for railway substructure materials. This study consists of two main objectives. The first objective is to investigate the …

Improving Enrollment In The Construction Management Graduate Program Through Students’ Perspectives, Mouloud Messaoudi

Master of Technology Management Plan II Graduate Projects

Low enrollment and the decrease in graduation and retention rates are challenges facing the growth of the Master’s in Technology Management – Construction Management (MTM-CM) program at BGSU. In addition, the competition between the universities to enroll and retain more in-state, out-of-state, and international students is aggressive. There is a need for a revaluation for the MTM-CM program in order to attract more students in the future. This study is a necessary step to know what the MTM-CM students think about the product delivered to them at BGSU. There was no prior study investigating the satisfaction level of the construction …

Calibration Of Non-Nuclear Devices For Construction Quality Control Of Compacted Soils, Joshua E. R. Wells

Theses and Dissertations--Civil Engineering

Inadequate compaction of a soil subgrade can lead to detrimental outcomes that are not only costly but dangerous to the general public. To avoid this, quality control (QC) devices such as the nuclear density gauge (NDG) are currently being used to monitor the compaction and moisture content of soil subgrades. However, regulatory concerns associated with the NDG have encouraged federal and state agencies, as well as the heavy civil construction industry to consider non-nuclear devices for QC testing of compacted soils. One such non-nuclear device is the Soil Density Gauge (SDG), which utilizes electromagnetic wave propagation to obtain soil properties …

Utilization Of Simulated Ground Motions For Engineering Performance Assessment Of Tall Buildings, Nenad Bijelic, Ting Lin, Gregory Deierlein

Civil and Environmental Engineering Faculty Research and Publications

No abstract provided.

Evaluating The Impact Of Lean On Employee Ergonomics, Safety, And Job Satisfaction In Manufacturing, Amanda Morse

LSU Master's Theses

The goal of this study was to explore the proposed relationship between employee satisfaction, ergonomics, and safety while implementing a Kaizen event. In order to address this goal, two Kaizen events (K1 and K2) were conducted in a heavy equipment manufacturing plant. Before and after both events, levels of employee satisfaction were documented for Kaizen and Non-Kaizen (NK) participants using the Job Diagnostic Survey (JDS). The objective of the first event (K1) was to improve the efficiency of the task of torqueing the rear axle bolts in Station #1- skid assembly. The K1 methodology followed a traditional Kaizen structure, enhanced …

Testing And Analysis Of An Alternative Connection Method In Closed Panel Timber Frame Domestic Construction, Brendan Towey

Masters

Construction practices continue to evolve in tandem with the requirements for more energy efficient buildings, materials and construction methods. This steady and progressive move towards the development of the industry and its products comes, not in leaps and bounds, but in incremental advances across all areas of construction. The research detailed in this project is one such advancement. Timber frame construction has been in existence for centuries and its tried and tested methods have been utilised worldwide in both domestic and industrial building. In recent times, standard open panel timber frame construction has been enhanced by the development of closed …

Behavior Of I-Section Gfrp Beam Including Retrofitting For Damage Effects, Mamadou Konate, Zia Razzaq

Civil & Environmental Engineering Faculty Publications

This paper presents the outcome of a study of an I-section Glass Fiber Reinforced Polymer (GFRP) beam including retrofitting for damage effects. A total of three beam tests were conducted in the following sequence: GFRP beam with no retrofitting and a single mid-span web brace; the partially damaged (cracked) beam with GFRP plates used for retrofitting; and the retrofitted beam re-tested with the lateral brace at the top flange level. Both cracking and lateral-torsional buckling behavior is studied and experimental load-deflection relationships recorded. Using the mechanical properties of GFRP based on the experimental data, theoretical predictions are made for the …

Effect Of Different Alarm Interfaces On Controller Response, Aritra Datta

LSU Master's Theses

Pipelines transport millions of barrels of petroleum products every day. Oil and gas pipelines have become important assets of the economic development of almost any country. Government regulations or internal policies regulate the safety of the assets for the population and environment where these pipelines run. Various strategies and technologies have been introduced for monitoring pipelines, but the most common technology to protect pipelines from occasional hazardous incidents is Computational Pipeline Monitoring (CPM). This technique collects and gathers information from the field related to pressures, flows, and temperatures to estimate the hydraulic behavior of the product being transported. Using the …

Integrating Recycled Glass Cullet In Asphalt Roof Shingles To Mitigate Heat Island Effect, Micah Kiletico

LSU Master's Theses

As an approach to mitigate the harmful effects of Urban Heat Island (UHI), the use of glass cullet in the production of asphalt roof shingles has the potential to be employed as a cool roof strategy. The objective of this study was to test the hypothesis that the use of recycled glass increases solar reflectance index (SRI) without affecting the performance of asphalt roof shingles. In order to evaluate the feasibility of recycled glass for alternative uses, the engineering properties of glass cullet were investigated and compared to conventional aggregates used in the production of asphalt roof shingles. Laboratory samples …

Housing The Workforce Following The Canterbury Earthquakes In New Zealand, Yan Chang-Richards, Suzanne J. Wilkinson, Erica Seville, David Brundson

International Institute for Infrastructure Resilience and Reconstruction (I3R2) Conference

Temporary housing following a large-scale disaster has a positive effect on household welfare and community recovery. Following the 2010 and 2011 Canterbury earthquakes, a shortage of temporary accommodation created barriers for the outside construction workforce to engage in repairs and rebuild in Christchurch. This study investigates the impacts of housing shortages for the overall recovery and the strategies adopted by both households and the workforce in the building industry. Findings suggest that the interplay among the industry strategies and household strategies for securing housing determines the magnitude and scope of economy-wide inflation. One unfortunate consequence of these industry strategies is …

Compare And Contrast Major Nuclear Power Plant Disasters: Lessons Learned From The Past, Sayanti Mukhopadhyay, Makarand Hastak Dr., Jessica Halligan

International Institute for Infrastructure Resilience and Reconstruction (I3R2) Conference

The construction of nuclear power plants is a major step towards reducing greenhouse gas emissions compared to the conventional coal-fired or oil-fired power plants. However, some of the major nuclear accidents in the past have raised questions about the safety and reliability of nuclear power plants. This paper compares and contrasts the major nuclear accidents of the past for example, the Chernobyl disaster (USSR), the Fukushima Daiichi disaster (Japan), and the Three Mile Island incident (USA). Although each of the accidents was unique, a thorough comparison found some common issues, such as faulty design of reactors and safety systems, safety …

Postdisaster Reconstruction Of Horizontal Infrastructure Systems: A Review Of The Christchurch Rebuild, Kristen A. Macaskill

International Institute for Infrastructure Resilience and Reconstruction (I3R2) Conference

This paper investigates the decision-making processes guiding postdisaster infrastructure reconstruction— concentrating on wastewater, water supply, stormwater and road networks (“horizontal infrastructure”). It draws on empirical analysis of the postearthquake reconstruction currently underway in Christchurch, New Zealand.

Restoring infrastructure services to provide at least a basic level of essential services after a disaster helps wider economic recovery. Subsequently, there is pressure to restore infrastructure services to predisaster levels as quickly as possible. Reconstruction programmes thus commence in highly uncertain decision-making environments and are reactive to perceived, immediate needs. The extent and nature of the work is later clarified and re-evaluated as …

Selecting A Temporary Debris Management Site For Effective Debris Removal, Jooho Kim, Abhijeet Deshmukh, Makarand Hastak

International Institute for Infrastructure Resilience and Reconstruction (I3R2) Conference

The overall debris removal after disasters is often prolonged due to the huge amount of debris and lack of capacities such as a Temporary Debris Management Site (TDMS) in the community. This results in a delay of overall recovery and increases the total recovery cost. Strategic planning and building a TDMS will help in providing extra time for proper disposal of debris and clearing a disaster-impacted site that will facilitate the reconstruction process. This paper presents a unique approach for identifying and selecting TDMS locations for expediting debris removal from the community. A hypothetical example of a community impacted by …