Engineering Commons^™

ผลของปริมาณบอแรกซ์และเถ้าแกลบต่อสมบัติของจีโอโพลิเมอร์มอร์ต้าร์จากเถ้าลอยแคลเซียมสูง, กิตติ์ จันทร์ประสิทธิ์

Chulalongkorn University Theses and Dissertations (Chula ETD)

งานวิจัยนี้มีวัตถุประสงค์หลักในการพัฒนาสมบัติของวัสดุจีโอโพลิเมอร์ที่ผสมบอแรกซ์ที่เรียกว่า “บอโรอลูมิโนซิลิเกต (BASG)” ซึ่งเป็นหนึ่งในวัสดุที่เป็นมิตรต่อสิ่งแวดล้อม ส่วนเชื่อมประสานของจีโอโพลิเมอร์ทำจากเถ้าลอยแคลเซียมสูง โซเดียมไฮดรอกไซด์ (NH) โซเดียมซิลิเกต (NS) และบอแรกซ์ ทุกส่วนผสมใช้สัดส่วนเถ้าลอยต่อทรายคงที่เท่ากับ 1:2.75 โดยน้ำหนัก ใช้อัตราส่วน NS/NH โดยน้ำหนักเท่ากับ 1:1, 0.75:1 และ 0.5:1 ใช้บอแรกซ์แทนที่ NS ในปริมาณ 0%, 10%, 20% และ 30% โดยน้ำหนัก และศึกษาการใช้เถ้าแกลบ (RHA) ในการพัฒนากำลังรับแรงและความทึบน้ำของจีโอโพลิเมอร์มอร์ต้าร์ โดยใช้ RHA ในปริมาณ 0%, 3.6%, 4.8% และ 6.0% โดยน้ำหนักของเถ้าลอย จากการทดสอบพบว่าการแทนที่ NS ด้วยบอแรกซ์ส่งผลให้ความสามารถทำงานได้และความแข็งแรงของมอร์ต้าร์ลดลง เมื่อเปรียบเทียบกับส่วนผสมควบคุมที่ไม่ผสม RHA พบว่า BASG มอร์ต้าร์ที่ผสม RHA มีกำลังอัด กำลังดัด และความทึบน้ำที่ดีกว่า ผลการทดสอบโครงสร้างระดับจุลภาคบ่งชี้ว่าการใส่ RHA ช่วยเพิ่มสัดส่วน Si/Al ของจีโอโพลิเมอร์เจล โดยกำลังรับแรงอัดของ BASG มอร์ต้าร์ที่ผสม RHA มีค่าสูงสุดเท่ากับ 58.6 MPa

พฤติกรรมการรับแรงดัดของคานคอนกรีตผสมเส้นใยเหล็กภายใต้ภาวะการกัดกร่อน, อาณสิทธิ์ การินทอง

Chulalongkorn University Theses and Dissertations (Chula ETD)

ตั้งแต่อดีตจนถึงปัจจุบัน โครงสร้างคอนกรีตเสริมเหล็กเป็นโครงสร้างที่นิยมใช้กันอย่างแพร่หลาย แต่เนื่องจากเหล็กเสริมมีความทนทานต่อการกัดกร่อนที่ต่ำ ปัญหาการกัดกร่อนภายในโครงสร้างเป็นปัญหาสำคัญที่ส่งผลกระทบต่อความสามารถในการรับแรงของโครงสร้างที่ลดลงเนื่องจากสูญเสียปริมาณเหล็กเสริมไป ซึ่งอาจทำให้เกิดอันตรายต่อผู้ใช้งานโครงสร้างได้ ดังนั้นจึงจำเป็นต้องมีการพัฒนาโครงสร้างคอนกรีตเสริมเหล็กให้สามารถรับกำลังภายใต้สภาวะการกัดกร่อนได้ดีขึ้น งานวิจัยนี้จึงมีวัตถุประสงค์เพื่อศึกษาพฤติกรรมการดัดของคานคอนกรีตเสริมเหล็กผสมเส้นใยเหล็กภายใต้ภาวะการกัดกร่อน ด้วยการศึกษาอิทธิพลของปริมาณเส้นใยที่ใช้ต่อความเสียหายที่เกิดขึ้นเนื่องจากการกัดกร่อน และอิทธิพลของปริมาณเส้นใยที่ใช้ต่อพฤติกรรมของคานที่สภาวะการกัดกร่อน ตัวแปรที่ใช้ในการศึกษาคือ ระดับการกัดกร่อน (ร้อยละ 0, 2 และ 5) และปริมาณเส้นใยเหล็กที่ใช้ผสม (ร้อยละ 0, 0.5, 1.0 และ 1.5 โดยปริมาตรคอนกรีต) โดยศึกษาจากตัวอย่างคานทั้งหมด 12 ตัวอย่าง ผลการทดสอบพบว่า ปริมาณการใช้เส้นใยที่ในปริมาณที่เหมาะสมทำให้ความกว้างรอยแตกร้าวเนื่องจากการกัดกร่อนลดลงอย่างมีนัยสำคัญ โดยการผสมเส้นใยร้อยละ 1.0 ช่วยลดความกว้างรอยแตกร้าวลงได้ถึงร้อยละ 63.55 ที่การกัดกร่อนร้อยละ 2 และลดลงร้อยละ 27.96 ที่การกัดกร่อนร้อยละ 5 และการผสมเส้นใยช่วยทดแทนกำลังรับแรงดัดที่สูญเสียเนื่องจากการกัดกร่อนได้ โดยการผสมเส้นใยร้อยละ 0.5 สามารถทดแทนกำลังที่สูญเสียไปร้อยละ 101.3 ที่การกัดกร่อนร้อยละ 2 และ การผสมเส้นใยร้อยละ 1.0 สามารถทดแทนกำลังที่สูญเสียไปร้อยละ 101.2 ที่การกัดกร่อนร้อยละ 5 อีกทั้งเส้นใยเหล็กยังช่วยเพิ่มประสิทธิภาพในการถ่ายแรงไปยังเหล็กเสริมรับแรงดึงและช่วยให้พฤติกรรมการรับแรงดัดของคานคอนกรีตเสริมเหล็กไม่เปลี่ยนแปลงไปภายใต้ภาวะการกัดกร่อน

Balancing Mass Transit Ridership Through Land Use Development, Achara Limmonthol

Chulalongkorn University Theses and Dissertations (Chula ETD)

The utmost utility of the transit system can be supported by the balance of ridership. It is not only gaining more operational benefits but also enhancing the efficiency of the system as a whole. Transit Oriented Development (TOD) is defined as an integration between land use and transportation, which focuses on the station areas. Land use characteristics are the essential factors that affect trip generation and trip attraction. Some types of land use generate trips mainly during peak hours. Meanwhile, some other types generate trips during off-peak hours. This dissertation therefore focuses on the balancing mass transit ridership through land …

A Business Success Evaluation Of Market Entry Mode Types In Myanmar Construction, Naw Ruth Po Gay

Chulalongkorn University Theses and Dissertations (Chula ETD)

The optimal entry mode decision and knowing the critical success factors are important for successful international market expansion. However, there are not many studies for developing Asian countries, such as Myanmar. Investors need to know what factors influence entry mode decision and business success. Therefore, the objectives of this study are 1) to identify the factors that influence entry modes decision, 2) to identify the critical success factors of entry modes for business, 3) to identify the significant factors that affect business success. The questionnaire survey using a five-point Likert scale was developed and distributed in Yangon, the commercial city …

Synthesis Of Fault Traces In Se Louisiana Relative To Infrastructure, David Culpepper, Elizabeth Chinn Mcdade, Nancye Dawers, Mark Kulp, Rui Zhang

Data

Corresponding data set for Tran-SET Project No. 17GTLSU12. Abstract of the final report is stated below for reference:

"Geological faulting has been implicated as a contributor to subsidence, coastal land-loss and submergence of marshlands in southern Louisiana. This report reviews whether fault motion, either by slow creep or more sudden slip, can cause deformation of engineered structures resulting in increased infrastructure maintenance and repair costs. The impact of surface, or near-surface, geologic faulting on critical infrastructure is insufficiently documented in southeastern Louisiana, but the state has a vast amount of energy-sector subsurface data that to date has been under-utilized for …

Field And Numerical Study For Deteriorating Precast Double-Tee Girder Bridges, Brian Kidd

Electronic Theses and Dissertations

Two deteriorating DT bridges in South Dakota, both over 30-years old, were field tested with a static and dynamic load. From the recorded strain values, the liveload distribution factors (LLDFs) and dynamic load allowance (IM) factors were calculated. The AASHTO LRFD and AASHTO Standard Specifications were compared with the field LLDFs and IMs. It was determined that the AASHTO LRFD Specifications were conservative for deteriorating DT girder bridges, with two exceptions. The AASHTO Standard codified LLDFs were significantly higher than the field LLDFs in all cases. The AASHTO LRFD and AASHTO Standard specifications were conservative when calculating the IM factors …

Ua66/9/2 Ogden College Of Science & Engineering Engineering Publications, Wku Archives

WKU Archives Collection Inventories

Publications created by and about the Engineering department.

Ua66/9/3 Ogden College Of Science & Engineering Engineering Student Organizations, Wku Archives

WKU Archives Collection Inventories

Records created by and about Engineering department student organizations.

Training Effectiveness Analysis Of Osha Silica And Excavation Safety Standards For Construction, Bedel Desruisseaux

Wayne State University Theses

ABSTRACT

TRAINING EFFECTIVENESS ANALYSIS OF

OSHA SILICA AND EXCAVATION SAFETY STANDARDS

FOR CONSTRUCTION

by

BEDEL DESRUISSEAUX

May 2019

Advisor: Dr Mumtaz Usmen

Major: Civil Engineering

Degree: Master of Science

As construction safety and health standards evolve due to changing industry practices and stakeholder expectations, and the mandates get stronger on compliance with these standards, the need for training programs become more pronounced. The proposed paper covers the training material development and program delivery and evaluation efforts associated with two OSHA standards applicable to construction; one on Respirable Crystalline Silica (29 CFR 1926.1153) and other on Excavation and Trenching (29 CFR …

Economic Appraisal Of Hybrid Solar-Biomass Thermophotovoltaic Power Generation, C. M. Iftekhar Hussain Cmih, Aidan Duffy, Brian Norton

Conference Papers

The techno-economic parameters that influence the commercial deployment of hybrid thermophotovoltaic (TPV) solar power generation are determined using annual system simulations. It has been found that a TPV cell price of E5/cm2 or less together with a TPV operating temperature under 800°C is required for a hybrid solar–biomass TPV power plant to be economically competitive with the state-of-the-art hybrid solar–biomass Rankine cycle power plants.

Adapting The Surveying Curriculum To New Dimensions Of The Profession, Fahria Masum, Reinfried Mansberger, Audrey Martin, Gerhard Navratil, Anthony Mushinge

Articles

Today the surveying profession is very different from what it was twenty years ago. Recent technological innovations, globalization, and global land-related challenges have allowed a wide range of advances in the surveying profession. The vision is to promote surveying practices that can enhance the quality of services in a variety of tracks in the land profession. According to the new adjacent professional areas and the needs of the labor market, academic courses for surveyors have to be adapted to meet the broader scope of the surveying profession and to supply highly qualified land professionals. This paper outlines the new challenges …

Assessing Impact And Blast Resilience Of Polymer Coated Cementitious Materials, Murtaza Nalwala, Gabriel Nsengiyumva, Yong-Rak Kim

Department of Civil and Environmental Engineering: Dissertations, Theses, and Student Research

RESEARCH MOTIVATION: The bridge piers are highly vulnerable to the impact and blast loads. The position in which they are constructed makes it difficult to install protective devices around them. By the current AASHTO standard, it is possible to under-design bridge piers for commercial vehicle impacts and other events such as blast.

OBJECTIVE: To improve impact and blast resilience of bridge piers using polymeric coatings.

CONCLUSION • Polymer coating of Portland cement concrete can be achieved with a good bonding. • The polymeric coating seem to improve impact resilience of Portland cement concrete by increasing absorbed impact energy (i.e., area …

Pervious Lightweight Concrete And Engineered Sand Filter, Sarah Puchner

Summer Community of Scholars Posters (RCEU and HCR Combined Programs)

No abstract provided.

Validation Of The Highway Capacity Manual Urban Street Travel Time Reliability Methodology Using Empirical Data, Ernest Tufuor, Laurence Rilett

Mid-America Transportation Center: Final Reports and Technical Briefs

The 6th edition of the Highway Capacity Manual (HCM-6) includes the concept of travel time reliability (TTR), which attempts to determine the distribution of average trip travel times over an extended period. TTR is an inherent part of travelers’ route choice decisions and is used by traffic managers to better quantify operations rather than simply using average travel times. The focus of this paper is on the HCM-6 urban street TTR methodology contained in Chapter 17. The approach uses historical data (e.g., weather and volume fluctuations) and simple empirical data (e.g., 1-day volume count) to provide the user with average …

Use Of Wicking Geotextile To Dehydrate Road Embankments, Chuang Lin

Doctoral Dissertations

“Excess water within a pavement structure is the major cause of pavement deteriorations. A roadway is often constructed with soils compacted at the optimum water contents to achieve the best performance. After construction, the soil water content variation is controlled by the ambient environment. The base course aggregate is very sensitive to water content variations. Unfortunately, conventional drainage system can only drain gravity water, but not capillary water, and it cannot work under unsaturated conditions. Consequently, no matter how well the road is constructed, the water content is expected to increase with time and the excess water will inevitably accelerate …

Dynamic Impact Induced By Tornadoes Through Simulations Based On Two-Way Wind-Structure Interactions, Tiantian Li

Doctoral Dissertations

"Tornadoes have become a significant cause of property damage, injuries and life losses. Investigations of tornadoes indicate that most fatalities were caused by building failure. For example, in the Joplin, MO tornado of 22 May 2011, 161 people were killed, and 84% fatalities were related to building failure. Therefore, it is imperative to develop science-based tornado-resistant building codes, in order to provide a better level of occupant protection from tornadoes and to minimize the tornado-induced damage. This requires in-depth understanding of the wind characteristics of tornadoes and their wind effects on civil structures, based on which design tornadic wind loading …

Changes In Fresh Properties Of Flowable Concrete Induced By Pumping And Composition Of The Lubrication Layer, Alexis Salinas

Masters Theses

"Pumping is an easy method to move concrete while keeping stability. It is worldwide accepted as one of the principal methods for concrete placement, as it accelerates construction. Typically, concrete acceptance in terms of fresh quantitative empirical properties (i.e. slump/slump flow and air content) are performed prior to the pumping process. However, empirical measurements have the drawback that they only measure 1 point. Rheology is better tool to evaluate the behavior of concrete. Pumping is a process that induces considerable shearing in the concrete that can impact its rheological properties. Therefore, the magnitude of these changes in fresh properties depends …

Perceptions Of Vulnerability To Flooding, Hurricanes, And Climate Change On Grand Isle, Louisiana’S Only Inhabited Barrier Island, Lauren Miller

Graduate Student Theses, Dissertations, & Professional Papers

This study used in-depth interviews of permanent residents on Grand Isle, Louisiana, a remote barrier island, to better understand their perceptions of structural flood measures, non-structural responses to flooding and hurricanes, and perceptions of vulnerability to flooding, hurricanes, and climate change on a remote barrier island-Grand Isle, Louisiana. Residents' perceptions regarding the various structural measures implemented by the federal, state, and local government appeared mixed. Non-structural responses to flooding risks implemented at the household, community, state, and federal level continue to strengthen resiliency on Grand Isle. According to interviewees, aspects of environmental, rural, and economic vulnerability on Grand Isle impact …

A Bridge Rehabilitation Strategy Based On The Analysis Of A Dataset Of Bridge Inspections In Co. Cork, Liam Dromey

Masters

Ageing highway structures present a challenge throughout the developed world. The introduction of bridge management systems (BMS) allows bridge owners to assess the condition of their bridge stock and formulate bridge rehabilitation strategies under the constraints of limited budgets and resources. This research presents a decision-support system for bridge owners in the selection of the best strategy for bridge rehabilitation on a highway network. The basis of the research is an available dataset of 1,367 bridge inspection records for County Cork that has been prepared to the Eirspan BMS inspection standard and which includes bridge structure condition ratings and rehabilitation …

Towards Multiple Model Approach To Bridge Deterioration, Jin A. Collins

Open Access Theses & Dissertations

The Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA) marked the start of a new era in transportation in the United States. ISTEA required transportation agencies to take a proactive approach to planning and management of their assets. This included requirements for managing pavement, bridges, safety, congestion, public transportation, and intermodal systems. For horizontal transportation assets (i.e., bridges and pavement), deterioration modeling is an essential tool (Yanev and Chen 1993). Since ISTEA, Bridge Management Systems (BMS) have been utilized to inform decision-making regarding bridge projects such as maintenance, rehabilitation, and replacement (MR&R) under financial limitations (Agrawal, Kawaguchi, and Chen 2010). …

System Dynamic Model Of 1-Dimensional Unsaturated Water And Solute Transport For Predicting Salinity Stress In Crops, Thomas Poulose

Open Access Theses & Dissertations

There is a complex non-linear system dynamic between the water and salt transport in the unsaturated vadose zone where the salt transport and accumulation affect the water fluxes and vice versa. In addition, factors such as precipitation, transpiration, water infiltration and solute transport in the unsaturated zone of subsurface soil further complicate the processes involved. We have developed a system dynamics model for simulating the one-dimensional unsaturated water and solute transport along with root water uptake in the vadose zone. The model uses finite difference method for solving Richard's equation with a sink term for water transport and root water …

Decoding And Optimizing Magnesium Phosphate Binders For Additive Construction Applications, Hashem Khaled Almashaqbeh

Electronic Theses and Dissertations

This work aims to give more insight about the physical, mechanical, thermal, and chemical performance of the MPC paste composites. Our primary outcome from this research is to improve the MPC composites with different additives, including boric acid, GnP, and acetic acid for potential utilization in 3DcP applications. Furthermore, Martian and Lunar regolith simulants can be mixed with the MPC composites to create mortars as a possible extraterrestrial 3DP in-situ construction material mainly to support the NASA habitation exploration mission.

Damage Detection Using Destructive Testing Of A Reinforced Concrete Slab, Michael Edward Daves

Electronic Theses and Dissertations

Visual inspection is one of the primary tools for evaluating the health of bridges as more reach or exceed their intended lifespan. Bridge deterioration must be monitored to ensure continued safety, so owners need maintenance reports to decide on corrective actions. Strategic repair can offer asset managers the benefit of saving money and time; thus, knowing where to locate and what type of repairs can be challenging when relying on visual techniques alone. A tool designed to aid bridge inspectors is the SHE^tm program, which quantitatively measures damage location and severity for any set of time data.

Investigating The Use Of Passive Acoustics As A Surrogate Method Of Monitoring Coarse Bedload Transport In Rivers And Streams Via Laboratory Experiments And Field Studies, Bradley Goodwiller

Electronic Theses and Dissertations

The movement of coarse gravel in rivers in streams is important for many applications including wildlife habitation, river morphology, infrastructure maintenance and marine navigation. Physical sampling remains the most accurate method of determining coarse bedload transport but it can be expensive, dangerous and flow intrusive. Surrogate methods of monitoring bedload transport is an active area of research worldwide. One such method is the use of passive acoustics to record the sound generated when gravel particles in motion impact each other or the particles on the bed. This dissertation presents research and development that has been conducted on three key areas …

Tsunamigenic Potential Of The Baiyun Slide Complex In The South China Sea, Linlin Li, Fengyan Shi, Gangfeng Ma, Qiang Qiu

Civil & Environmental Engineering Faculty Publications

The Baiyun slide complex contains geological evidence for some of the largest landslide ever discovered in the continental slopes of the South China Sea. High-resolution seismic data suggest that a variety of landslides with varied scales have occurred repeatedly in this area. The largest landslide reconstructed from bathymetric and seismic data has an estimated spatial coverage of ~5,500 km² and a conservative volume of ~1,035 km³. Here, using geomorphological and geotechnical data, we construct a series of probable landslide scenarios and assess their tsunamigenic capacity. By treating the slides as deformable mudflows, we simulate the dynamics of …

Warrants For Right-Turn Flashing Yellow Arrow Signal Phases, Mohammed Alfawzan

Electronic Theses and Dissertations

The right-turn flashing yellow arrow (FYA) signal phasing is a new signal practice in the United States. The Manual on Uniform Traffic Control Devices MUTCD (2009) allocates a signal phasing section for the right-turn FYA, which requires a four-section head FYA signal. It supports multiple phases' indications that guide the motorist through permissive, protected, and/or permissive/protected phases. For this dissertation, I investigated three permissive right-turn FYA signal phases in various traffic conditions and signal timing circumstances. The first permissive right-turn FYA signal phase is the tight-turn on impeding through (RTOIT) taking place during the cross-street through traffic movement. The second …

Redefining Construction “As-Built” Plans To Meet Current Kentucky Transportation Cabinet Needs, Victoria Lynn Lasley

Theses and Dissertations--Civil Engineering

As-built drawings are the traditional method used by the construction industry to record changes made during construction. As-builts provide valuable information for new design projects as well as rehabilitation and remediation projects. The completeness and accuracy of these plans are essential for transportation industries and their success. While the importance of as-builts is widely recognized, the process of creating them has proven to be difficult. It is a time consuming process and entities often lack the resources necessary to complete accurate and detailed as-builts. After an investigation of current as-built operations within State Transportation Agencies, recommendations have been made to …

Improving Safety Performance Of Highway Maintenance Crews Through Pre-Task Safety Toolbox Talks, Zamaan Al-Shabbani

Theses and Dissertations--Civil Engineering

The dangerous work environment in the construction industry and the inherent high risks associated with construction work make it the focus of safety training and regulations. Highway construction and maintenance has unique hazards but seemingly less directly applicable safety standards, regulations, and programs. Department of Transportation (DOT) employees working in highway maintenance are exposed to a variety of unique hazards specifically associated with their work and not relating to the adjacent traffic. Yet, highway construction and maintenance work has not received sufficient attention in terms of safety research and programs. The lack of safety training and education in highway construction …

An Assessment Of Historical Traffic Forecast Accuracy And Sources Of Forecast Error, Jawad Mahmud Hoque

Theses and Dissertations--Civil Engineering

Transportation infrastructure improvement projects are typically huge and have significant economic and environmental effects. Forecasts of demand of the facility in the form of traffic level help size the project as well as choose between several alternatives. Inaccuracy in these forecasts can thus have a great impact on the efficiency of the operational design and the benefits accrued from the project against the cost. Despite this understanding, evaluation of traffic forecast inaccuracy has been too few, especially for un-tolled roads in the United States. This study, part of a National Cooperative Highway Research Program (NCHRP) funded project, bridges this gap …

Hazard Recognition And Risk Perception Among Union Electricians, Elyas Jazayeri

Theses and Dissertations--Civil Engineering

Hazard recognition and risk perception are two important factors that are a focus of most safety training programs. According to previous research, unrecognized hazards could lead to underestimation of risks, which ultimately could lead to injuries and fatalities. The primary objective of this research was to assess hazard recognition and safety risk perception skills in the electrician trade among electricians in unions. Another goal of this study was to find possible correlation between level of engagement in safety training and hazard recognition and risk perception skills. The research objectives were accomplished by gathering data from sixty-seven apprentices and journeymen across …