Civil Engineering Commons^™

Longitudinal Shear Resistance Of Composite Slabs Containing Crumb Rubber In Concrete Toppings, Niall Holmes, Kevin Dunne, John O'Donnell

Articles

This paper investigates the behaviour and longitudinal shear capacity of metal deck composite slabs with the inclusion of crumb rubber in the concrete toppings. The ability of the slabs to act compositely is governed by the shear interaction between the concrete topping and the profiled steel deck. Results here show that crumb rubber concrete (CRC) improve the overall shear bond capacity between the steel deck and topping following an experimental study on full scale loading tests in accordance with Eurocode 4. The results confirm that composite slabs incorporating crumb rubber had no effect on the longitudinal shear resistance with similar …

Bs News January/February

Building Services Engineering

No abstract provided.

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 …

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

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

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 …

In-Plane Loading Of Brick Veneer Over Wood Shear Walls, Elias Anis Toubia, James M. Lintz

Civil and Environmental Engineering and Engineering Mechanics Faculty Publications

In the design of wood stud walls with brick veneer, current design building codes specify that the wood stud wall should resist all in-plane and out-of-plane loads (IBC 2009). For out-of-plane loads, this assumption is entirely justified as the brittle brick veneer will crack and lose its capacity to resist bending. For in-plane loads, the brick veneer is significantly stiffer than the wood shear wall, and the veneer is unlikely to crack before the wood shear wall reaches its allowable capacity. The assumption that the wood shear wall resists the entire load is based on the further assumption that the …

Evaluation Of Alternative Project Delivery Methods In Water And Wastewater Projects, Ruiko Maharjan

UNLV Theses, Dissertations, Professional Papers, and Capstones

The United States (U.S.) is facing significant challenges in addressing aging water infrastructure. Most of the drinking water infrastructure is reaching the end of their useful lives. The American Water Works Association (AWWA) estimated that it will cost about $1 trillion to repair or replace drinking water pipes. Over the next 20 years, it will cost about $298 billion to fix or expand pipes of the nation's wastewater and storm-water systems (AWWA, 2012). Owners, engineers, and contractors are using Alternative Project Delivery (APD) methods - e.g., Design-Build Construction Management-at-Risk Construction Management/General Contractor- to build water and wastewater projects in order …

Performance Comparison Of Design-Build And Construction Manager/General Contractor Highway Projects, Binita Shakya

UNLV Theses, Dissertations, Professional Papers, and Capstones

Researchers have conducted numerous studies comparing project performance of design-bid-build (DBB) and design-build (DB) highway projects. However, little research has been done to compare the performance of DB and construction manager/general contractor (CM/GC) highway projects. Therefore, an exploratory study was conducted to compare the performance of 55 DB and 34 CM/GC highway projects from various States Departments of Transportation (DOTs) in terms of cost, change orders, and construction intensity. The results showed that contract award cost growth was significantly lower in DB projects than in CM/GC projects. In contrast to this, the total cost growth of DB projects was higher …

Public / Private Bim: An Irish Perspective, Barry Mcauley, Alan V. Hore, John Deeney

Conference papers

The current economic difficulties have affected most practitioners within the industry and, as a result, many firms and contractors are bidding for fewer projects, resulting in below-cost tenders. It is clear that, many firms and contractors are now operating on thin margins; which makes it increasingly difficult for them to commit to the introduction of new software applications and system upgrades. The transition to Building Information Modelling (BIM) from traditional 2D CAD by Irish firms and contractors has been a relatively slow process compared with our international colleagues. There are many reasons for this, including lack of resources, lack of …

Establishing Key Performance Indicators To Measure The Benefit Of Introducing The Facilities Manager At An Early Stage In The Building Information Modelling Process, Barry Mcauley, Alan V. Hore, Roger West

Conference papers

The Facilities Manager occupies a unique position within the lifecycle of a building asset, as he/she is one of the only Architectural, Engineering, and Construction/Facilities Management (AEC / FM) professionals who is in a position to view the product of the entire design and build process. Despite the potential benefits that the Facilities Manager offers, this profession still remains largely undeveloped and still does not command the recognition it deserves within the AEC/FM sector. This is beginning to change through the introduction of Building Information Modelling (BIM) which can offer a new level of functionality for the management of buildings …

Bs News November/December

Building Services Engineering

No abstract provided.

Compression Testing And Failure Modes Of Steel-Concrete Composite (Sc) Structures For Nuclear Containment, Patrick Michael Wanamaker, Amit H. Varma

The Summer Undergraduate Research Fellowship (SURF) Symposium

Although being able to provide much cleaner power than burning coal and other fossil fuels, nuclear power plants are still a tough sell to the general public due to their history of being spontaneously dangerous. The containment structures surrounding these nuclear plants, however, can play a huge role in reducing the risks associated with them. Relatively new designs for these containment assemblies, known as SC (steel-concrete composite) structures, aim to increase the strength and durability of the containment facilities while keeping costs down. By varying the spacing between shear studs, the ratio of concrete to steel, and the ratio of …

Bs News September/October

Building Services Engineering

No abstract provided.

Observations Of Peak Strength Behavior In Csa Cement Mortars, Joshua V. Brien, Kevin R. Henke, Kamyar C. Mahboub

Civil Engineering Faculty Publications

The purpose of this study was to assess the mechanical property performance behavior of calcium sulfoaluminate (CSA) cement mortar when cured at ambient laboratory temperature of ~23°C (73°F) and constant 50% relative humidity for an extended period of time. Four CSA cement mortars were tested. Three CSA cement mortars contained equivalent mass amounts of calcium sulfate; whereas, the fourth mortar contained double the amount of calcium sulfate. The three CSA cement mortars containing constant mass amounts of calcium sulfate differed as the specific type of calcium sulfate varied across the three formulations—one mortar containing solely anhydrite, one mortar contained half …

Bs News July/August

Building Services Engineering

No abstract provided.

1976 Montreal Olympics: Case Study Of Project Management Failure, Ashish Patel, Paul A. Bosela, Norbert Delatte

Civil and Environmental Engineering Faculty Publications

A successful engineering project must include its timely and economic completion. A project management failure can lead to delays and cost overruns. One example of a project that greatly exceeded its projected budget is the construction of the multiple facilities for the 1976 Olympic Games in Montreal. These included the Olympic Stadium, a velodrome for bicycle events, and the Olympic Village to house the athletes. This case study reviews the circumstances of the cost increases and the design decisions and other circumstances that led to them. The difficulties were brought on by an unrealistic schedule to complete the facilities before …

Bs News May/June

Building Services Engineering

No abstract provided.

Precast Concrete Insulated Wall Panel Corbels Without Thermal Bridging, Mohamed Elkady

Department of Construction Engineering and Management: Dissertations, Theses, and Student Research

The common practice in corbel design is to block out the insulation in order to provide a solid concrete area at the corbel location. This connection practice results in thermal bridging, which significantly reduces the energy performance of the panel. For example, the PCI Design Handbook indicates that the reduction in thermal resistance caused by a solid part with an area equal to 9% of the total panel surface area is as high as 42%. This paper presents a discussion of a new concept for corbel design of insulated wall panels with the thermal break totally preserved. Two different designs …

Design And Construction Process Management, David Brown

Purdue Road School

New approaches for improving design and construction processes have been used recently. Innovative methods for managing the requirements and quality of these processes will be discussed. A systematic data centric approach will be discussed as well as the processes of separating progress from performance. It discusses the integration of these processes in the planning, risk analysis, design, submission, construction, inspection, quality control and documentation phases.

Rumble Stripes: Opportunity To Improve Safety And Retroreflectivity, Thomas M. Brennan Jr., Alan Plunkett, William Smith

Purdue Road School

Painted rumble stripes can provide safety benefits as well as improved retroreflectivy and paint durability. This presentation covers specifications and construction techniques. A case study will describe the recent application of rumble stripes on US 231 between Crawfordsville and Lafayette, Indiana.

Indot Qc/Qa Earthwork And Intelligent Compaction Us 31/Us 35 At Kokomo, Kurt Sommer

Purdue Road School

This presentation discusses a 2012 case study using QC/QA Earthwork Specifications and Intelligent Compaction Rollers for soils.

INDOT Contract IR-30111 in Greenfield District on US 31/ US 35 at Kokomo used this process in 2012 and continuing into 2013 for the control and acceptance of approximately 1 million cubic yards of earthwork.

Bs News March/April

Building Services Engineering

No abstract provided.

Mechanical Concrete, Purdue Ect Team

ECT Fact Sheets Archive

Mechanical Concrete® is a way of binding crushed stone aggregates together into a load bearing cellular building unit. The Mechanical Concrete® unit can support compressive loads and resist lateral soil pressure.

Greenpatch® - Cold Mix Asphalt, Purdue Ect Team

ECT Fact Sheets Archive

GreenPatch® is environmentally friendly cold asphalt that is a direct replacement for traditional cold patch in repairing asphalt pavements. This revolutionary breakthrough in the cold asphalt industry contains no petroleum based softeners such as diesel, toluene, kerosene, and naphthalene found in conventional cold asphalt that pose serious threats to human health and the environment.

Tire Log™, Purdue Ect Team

ECT Fact Sheets Archive

The Tire Log™ is a patented innovation made from waste tires with a unique and energy efficient approach to recycling tires. Re-Tread Products (RTP) process takes full advantage of the embedded energy in tires that is wasted in conventional tire recycling that primarily involves the grinding, burying or burning of waste tires.

Bubbledeck, Purdue Ect Team

ECT Fact Sheets Archive

Conventional horizontal concrete slabs are heavy that limit their spans. Enhancement of span results in addition of beams that increases the cost of the structure. Thus, there is a need for a technology that will help in increasing the span by reducing weight of the span. BubbleDeck is a revolutionary construction method that virtually eliminates concrete from the middle of a floor slab between columns that does not perform any structural function, thereby dramatically reducing structural dead weight. BubbleDeck is based on a patented technique - the direct way of linking air and steel.

Library Holdings (2013) Ce Report, Georgia Southern University, Zach S. Henderson

Program Accreditation Reports (2013-2023)

This document is a part of the 2013 Library Holdings Report for the Zach S. Henderson Library at Georgia Southern University. The report includes data for the library resources and services supporting the research of the Allen E. Paulson College of Engineering and Computing, Department of Civil Engineering and Construction.

Bs News January/February

Building Services Engineering

No abstract provided.