Usaid Second Interim Measures (Im2) Technical Specifications
Total Page:16
File Type:pdf, Size:1020Kb
Load more
										Recommended publications
									
								- 
												  Evaluating the Effectiveness of a Hybrid Geosynthetic Reinforcement System to Mitigate Differential Heave on Flexible Pavement Due to Expansive SubgradesEVALUATING THE EFFECTIVENESS OF A HYBRID GEOSYNTHETIC REINFORCEMENT SYSTEM TO MITIGATE DIFFERENTIAL HEAVE ON FLEXIBLE PAVEMENT DUE TO EXPANSIVE SUBGRADES by Mir Md. Tamim A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science in Civil Engineering at Boise State University December 2017 © 2017 Mir Md. Tamim ALL RIGHTS RESERVED BOISE STATE UNIVERSITY GRADUATE COLLEGE DEFENSE COMMITTEE AND FINAL READING APPROVALS of the thesis submitted by Mir Md. Tamim Thesis Title: Evaluating the Effectiveness of a Hybrid Geosynthetic Reinforcement System to Mitigate Differential Heave on Flexible Pavement due to Expansive Subgrades Date of Final Oral Examination: 8 November 2017 The following individuals read and discussed the thesis submitted by student Mir Md. Tamim and they evaluated his presentation and response to questions during the final oral examination. They found that the student passed the final oral examination. Bhaskar Chittoori, Ph.D., P.E. Chair, Supervisory Committee Debakanta Mishra, Ph.D., P.E. Co-Chair, Supervisory Committee Arvin Farid, Ph.D., P.E. Member, Supervisory Committee Jairo Hernandez, Ph.D., P.E. Member, Supervisory Committee The final reading approval of the thesis was granted by Bhaskar Chittoori, Ph.D., P.E., Chair of the Supervisory Committee. The thesis was approved by the Graduate College. DEDICATION This thesis work is dedicated to my parents. iv ACKNOWLEDGEMENTS First of all, I would like to extend my sincere gratitude to my advisor, Dr. Bhaskar Chittoori, for his tireless support and guidance throughout all phases of this research study. As a mentor, he has not only guided me but also walked with me along the path to reach my goal.
- 
												  (STAR) Department of Civil EngineeringSpintronic Technology & Advance Research (STAR) Department of Civil Engineering DIPLOMA Lecture notes on Advanced Construction Techniques By Kamalini Rout Asst. Prof Advanced Construction Techniques (ACT) Notes Subject code CET-605 Retrofitting Techniques are required for concrete constructions which are vulnerable to damage and failures by seismic forces. In the past thirty years, moderate to severe earthquakes occurs around the world every year. Such events lead to damage to the concrete structures as well as failures. Thus the aim is to focus on a few specific procedures which may improve the practice for the evaluation of seismic vulnerability of existing reinforced concrete buildings of more importance and for their seismic retrofitting by means of various innovative techniques such as base isolation and mass reduction. So Seismic Retrofitting is a collection of mitigation technique for Earthquake engineering. It is of utmost importance for historic monuments, areas prone to severe earthquakes and tall or expensive structures. Keywords: Retrofitting, Base Isolation, Retrofitting Techniques, Jacketing, Earthquake creates great devastation in terms of life, money and failures of structures. Upgrading of certain building systems (existing structures) to make them more resistant to seismic activity (earthquake resistance) is really of more importance. Structures can be (a) Earthquake damaged, (b) Earthquake vulnerable Retrofitting proves to be a better economic consideration and immediate shelter to problems rather than replacement of building. Seismic Retrofitting of Concrete Structures: Definition: It is the modification of existing structures to make them more resistant to seismic activity, ground motion, or soil failure due to earthquakes. The retrofit techniques are also applicable for other natural hazards such as tropical cyclones, tornadoes, and severe winds from thunderstorms.
- 
												  Geocell Reinforced Foundation Beds-Past Findings, Present TrendsConstruction and Building Materials 154 (2017) 658–674 Contents lists available at ScienceDirect Construction and Building Materials journal homepage: www.elsevier.com/locate/conbuildmat Review Geocell reinforced foundation beds-past findings, present trends and future prospects: A state-of-the-art review A. Hegde Department of Civil and Environmental Engineering, Indian Institute of Technology Patna, 801103, India highlights graphical abstract Presented current state-of-the-art Geocell cellular confinement systems: State of art review regarding geocells. Reviewed past studies related to Geocell characterization Plate load test geocells. Laboratory Studies Documented studies related to field Triaxial studies performance of geocells. Increase in confining pressure Discussed future prospects of the Analytical Studies Load carrying capacity geocells in geotechnical engineering. Geocell found to be very promising Failure strain ground reinforcement technique. Equivalent composite approach (2D Numerical Studies Actual geocell shape (3D) Case studies Field Performance Large scale model tests Present trends and future prospects article info abstract Article history: In the last few years, the use of geocell reinforcements in various infrastructural projects has gained Received 13 November 2016 importance due to its positive benefits. This paper reviews the developments and state-of-the-art perti- Received in revised form 21 June 2017 nent to geocell research and field practices. The geocell studies covering, experimental, numerical, ana- Accepted 31 July 2017 lytical and field performances have been reviewed. Characterization of the geocell has been discussed in detail. The field investigations of the test sections and the performance of the in-service geocell sup- ported structures have been reviewed. A note has been presented on current research trends and the Keywords: future prospects.
- 
												  Fiscal 2014 Annual Work ProgramFISCAL 2014 ANNUAL WORK PROGRAM Ohio Department of Transportation Office of Statewide Planning and Research, Research Section Research, Development and Technology Transfer Program, Part II In cooperation with the U.S. Department of Transportation, Ohio Division of the Federal Highway Administration MISSION OF THE RESEARCH SECTION Invest in innovative research that develops, maintains, and assists Ohio in establishing a world class transportation system. GOALS The primary goal of ODOT’s research development and technology transfer (RD&T2) program is to provide decision makers with the information and tools they require to ensure that Ohio’s transportation system meets the evolving needs of our residents and the traveling public. Several other goals within the program include: maximize research investments; take advantage of new technologies; and produce practical results that have a strong possibility of being implemented. Jennifer Townley, Acting Deputy Director Division of Planning Scott Phinney, P.E., Administrator Office of Statewide Planning & Research Cynthia Gerst, Section Head Research Section TABLE OF CONTENTS ODOT’S STRATEGIC RESEARCH FOCUS AREAS i SP&R2 PROGRAM DETAIL FY 2014 Work Program Summary 1 Active Projects 2 Active Projects Abstracts 4 Proposed Projects for Fiscal Year 2014 106 Proposed Projects Abstracts 107 Pooled Fund Projects 138 ODOT’S STRATEGIC RESEARCH FOCUS AREAS Ohio has one of the world’s largest transportation systems, creating opportunities as well as challenges for the state. ODOT uses strategic planning to take advantage of opportunities and meet the state’s challenges in a timely manner. The strategic research focus areas provide the basis for projects included in the SPR Part 2 Program.
- 
												  Experimental Evaluation of Geocell-Reinforced Bases Under Repeated LoadingAccepted Manuscript Experimental Evaluation of Geocell-Reinforced Bases under Repeated Loading Sanat K. Pokharel, Jie Han, Dov Leshchinsky, Robert L. Parsons PII: S1996-6814(16)30194-8 DOI: http://dx.doi.org/10.1016/j.ijprt.2017.03.007 Reference: IJPRT 82 To appear in: International Journal of Pavement Research and Technology Received Date: 9 September 2016 Revised Date: 8 March 2017 Accepted Date: 12 March 2017 Please cite this article as: S.K. Pokharel, J. Han, D. Leshchinsky, R.L. Parsons, Experimental Evaluation of Geocell- Reinforced Bases under Repeated Loading, International Journal of Pavement Research and Technology (2017), doi: http://dx.doi.org/10.1016/j.ijprt.2017.03.007 This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain. Experimental Evaluation of Geocell-Reinforced Bases under Repeated Loading Sanat K. Pokharel1, Jie Han2*, Dov Leshchinsky3, and Robert L. Parsons2 1 Stratum Logics Inc., St. Albert, Alberta, T8N 7L5, Canada. Tel +17808032359; fax +17804082259; email: [email protected] 2*Civil, Environmental, and Architectural Engineering Department, the University of Kansas, Lawrence, Kansas 66045, USA. Tel +17858643714; fax +17858645631; email: [email protected] 3 Emeritus professor, Department of Civil and Environmental Engineering, the University of Delaware, Newark, DE 19719, USA.
- 
												  Evaluation of Geosynthetics Use in Pavement Foundation Layers and Their Effects on Design MethodsCIVIL ENGINEERING STUDIES Illinois Center for Transportation Series No. 21-025 UILU-ENG-2021-2025 ISSN: 0197-9191 Evaluation of Geosynthetics Use in Pavement Foundation Layers and Their Effects on Design Methods Prepared By Issam I. A. Qamhia, PhD Erol Tutumluer, PhD University of Illinois at Urbana-Champaign Research Report No. FHWA-ICT-21-020 A report of the findings of ICT PROJECT R27-193-3 Evaluation of Geosynthetics Use in Pavement Foundation Layers and Their Effects on Design Methods https://doi.org/10.36501/0197-9191/21-025 Illinois Center for Transportation August 2021 TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-ICT-21-020 N/A N/A 4. Title 5. Report Date Evaluation of Geosynthetics Use in Pavement Foundation Layers and Their Effects August 2021 on Design Methods 6. Performing Organization Code N/A 7. Authors 8. Performing Organization Report No. Issam I. A. Qamhia, https://orcid.org/0000-0002-2020-8437 ICT-21-025 Erol Tutumluer, https://orcid.org/0000-0003-3945-167X UILU-2021-2025 9. Performing Organization Name and Address 10. Work Unit No. Illinois Center for Transportation N/A Department of Civil and Environmental Engineering 11. Contract or Grant No. University of Illinois at Urbana-Champaign R27-193-3 205 North Mathews Avenue, MC-250 Urbana, IL 61801 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Illinois Department of Transportation (SPR) Final Report 8/16/18–8/15/21 Bureau of Research 14. Sponsoring Agency Code 126 East Ash Street Springfield, IL 62704 15.