Investigate the Influence of Expanded Clay Aggregate and Silica Fume On
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South Palo Alto Tunnel with At-Grade Freight
RAIL FACT SHEETS South Palo Alto Tunnel with At-Grade Freight About the Tunnel with At-Grade Freight For the tunnel alternative, the railroad tracks will be lowered in a trench south of Oregon Expressway to approximately Loma Verde Avenue. The twin bore tunnel will begin near Loma Verde Avenue and extend to just south of Charleston Road. The railroad tracks will then be raised in trench to approximately Ferne Avenue. The new electrified southbound railroad tracks will be built at the same horizontal location as the existing railroad track, however, the northbound track will be moved to the east within the limits of the tunnel to accommodate the spacing required between the twin bores. The railroad tracks in the trench and tunnel will carry only passenger trains. The freight trains will remain at-grade. The roadways at Meadow Drive and Charleston Road remain at their existing grade and will have a similar configuration that exists today with the addition of Class II buffered bike lanes on Charleston Road. This will require expanding the width of the road to maintain bike lanes through the overpass of the railroad. By the numbers Neighborhood Considerations • Diameter of twin bores is 30 feet. • Alma Street will permanently be reduced to one lane • Railroad track is designed for 110 mph. in each direction from south of Oregon Expressway to Ventura Avenue and from Charleston Road to Ferne • Meadow Drive and Charleston Road are Avenue. designed for 25 mph. • The train tracks will be approximately 70 feet below the Proposed Ground Level View - Looking Southwest • Maximum grade on railroad is 2%. -
Harvesting Peat from the Bog to Your Operation
MEDIA & FERTILIZER Harvesting Peat from the Bog to your Operation Figure 1. A virgin sphagnum bog in Quebec, Canada. Learn what’s involved in harvesting, packaging and shipping peat for horticulture production. The Canadian Peat Moss Industry By Neil Mattson, Bill Miller and Jeff Bishop • In 1999, 1.2 million metric tons of peat (10 million cubic meters) was harvested in Canada. n the 1960s, professors at Cornell University Harvesting and Processing were among the fi rst to advocate the use of peat When a company wants to open a new peat • It is estimated that 70 million metric tons in their soilless Peat-Lite mixes for greenhouse bog for harvesting, surveys are conducted to of peat accumulates annually in Canada, so production. Several properties of peat moss determine if a site contains horticulture grade current harvesting represents 1.7 percent Ihave led to its widespread adoption by the industry sphagnum. Th e peat should have a depth of at of annual accumulation. Thus, peat is over the intervening decades; these include: high least 2 meters, as it is desirable that a bog be able accumulating some 60 times faster than water holding and cation exchange capacity, lack to be harvested for many years (Figure 2). Ditches it is being harvested. of residual herbicides and weed seeds compared are built to drain surface water and access roads • Canada is estimated to contain 280 mil- to soil and composts, and low incidence of root- lion acres of peat land. In contrast, the peat borne pathogens. industry harvests on ca. 42,000 acres. -
CHAPTER 9. SITE DEVELOPMENT Article 1. Grading, Excavation and Filling Sec
Walnut Creek Municipal Code TITLE 9. BUILDING REGULATIONS CHAPTER 9. SITE DEVELOPMENT CHAPTER 9. SITE DEVELOPMENT Article 1. Grading, Excavation and Filling Sec. 9-9.01. Purpose. It is the declared intent of the City of Walnut Creek to promote the conservation of natural resources, including the natural beauties of the land, streams and water sheds, hills and vegetation, and as described in Sec. 10-2.1301 of the Walnut Creek Municipal Code and Government Code §65560(b) (1) to protect the health and safety, including the reduction or elimination of the hazards of earth slides, mud flows, rock falls, undue settlement, erosion, siltation and flooding, or other special conditions as described in Government Code §65560(b) (4) by minimizing the adverse effects of grading, cut and fill operations, water runoff and soil erosion. Therefore, the following regulatory provisions of this chapter are hereby adopted for the purpose of stringent control of all aspects of grading operations. (§1, Ord. 1193, eff. December 26, 1973) Sec. 9-9.02. Permits Required. No person shall do any grading without first having obtained a grading permit from the City except for the following: a. An excavation below finished grade for basements and footings of a building, retaining wall, swimming pool or other structure authorized by a valid building permit. This statement shall not exempt from permit requirements any fill made with the material from such excavation nor exempt any excavation having an unsupported height greater than five feet after the completion of such structure; b. Cemetery graves; c. Refuse disposal sites controlled by other regulations; d. -
Slope Stabilization and Repair Solutions for Local Government Engineers
Slope Stabilization and Repair Solutions for Local Government Engineers David Saftner, Principal Investigator Department of Civil Engineering University of Minnesota Duluth June 2017 Research Project Final Report 2017-17 • mndot.gov/research To request this document in an alternative format, such as braille or large print, call 651-366-4718 or 1- 800-657-3774 (Greater Minnesota) or email your request to [email protected]. Please request at least one week in advance. Technical Report Documentation Page 1. Report No. 2. 3. Recipients Accession No. MN/RC 2017-17 4. Title and Subtitle 5. Report Date Slope Stabilization and Repair Solutions for Local Government June 2017 Engineers 6. 7. Author(s) 8. Performing Organization Report No. David Saftner, Carlos Carranza-Torres, and Mitchell Nelson 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. Department of Civil Engineering CTS #2016011 University of Minnesota Duluth 11. Contract (C) or Grant (G) No. 1405 University Dr. (c) 99008 (wo) 190 Duluth, MN 55812 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Minnesota Local Road Research Board Final Report Minnesota Department of Transportation Research Services & Library 14. Sponsoring Agency Code 395 John Ireland Boulevard, MS 330 St. Paul, Minnesota 55155-1899 15. Supplementary Notes http:// mndot.gov/research/reports/2017/201717.pdf 16. Abstract (Limit: 250 words) The purpose of this project is to create a user-friendly guide focusing on locally maintained slopes requiring reoccurring maintenance in Minnesota. This study addresses the need to provide a consistent, logical approach to slope stabilization that is founded in geotechnical research and experience and applies to common slope failures. -
Section 31 22 13 ‐ Site Grading
University of Houston Master Construction Specifications Insert Project Name SECTION 31 22 13 ‐ SITE GRADING PART 1 ‐ GENERAL 1.1 SCOPE OF WORK A. This Section pertains to the earthwork generally consisting of excavation, filling, backfilling and subgrade preparation as required for construction of site retaining walls/structures, slab on grade walks, pavement surfaces, landscaped areas and the general shaping of the site as shown, described or reasonably inferred on the drawings. B. Subsurface data is available from the *Owner. Contractor is urged to carefully analyze the site conditions. C. This section excludes work necessary for building pad preparations. Work within the building footprint and surrounding 5 feet shall be accomplished under technical specification 31 23 00 Excavation and Fill prepared by *STRUCTURAL ENGINEER]. D. Construction Means, Methods, Techniques, Sequences and Procedures: 1. The Contractor is solely responsible for, and has sole control over, construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work. 2. Shoring that is required to complete the Work, is considered a method or technique and is the sole responsibility of the Contractor. If a regulatory agency requires a licensed engineer to design, approve or provide drawings for shoring, then it is the sole responsibility of the Contractor to engage the services of a qualified Engineer for shoring design services. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including A‐procurement and Contracting Requirements, Division 00 and Division 01 apply to this section. B. Section 31 11 00 Clearing and Grubbing C. Section 31 23 33 Trenching, Backfilling and Compaction D. -
Steep Slopes
FACT SHEET : 12 FACT SHEET: 12 Steep Slopes iTRaC is the Nashua Regional Steep slopes are legally defined as hillsides Figure 1: Example of a 15% slope Planning having a 15 foot, or greater, vertical rise Commission’s over 100 feet of horizontal run, or 15% slope 15% slope new approach 75’ to community (Figure 1). They are often undesirable ar- planning that eas for development due to the difficulty focuses on 500’ integrating of building on steep grades. On the other transportation, hand, these slopes can provide wildlife land use and environmental habitat, recreational opportunities, and Steep slopes have a ≥15 ft vertical rise over a planning. The scenic views, preserving the unique and 100 ft horizontal run, or a 15% slope. program was developed to culturally valuable environmental qualities assist that people treasure in New Hampshire. communities in dealing with the challenges of growth in a Difficulties Developing Steep Slopes coordinated Strategies for Developing Steep Slopes way that sustains Erosion ~ The loss of vegetation and Vegetation can stabilize soil and prevent erosion community disruption of natural drainage patterns on steep slopes by binding loose soil with roots character and brought about by development on a sense of and slowing the passage of water down the place. steep slopes can cause erosion problems slope. Replanting disturbed locations after con- leading to potential flooding, stream struction with a combination of trees, shrubs, sedimentation, and slope instability. and groundcover is key. Infrastructure ~ Providing infrastructure to hillside development can be expensive Berms are long earthen mounds running per- to engineer and construct. -
Chapter 1 Overview and History of the Expanded Shale, Clay and Slate
Chapter 1 Overview and History of the Expanded Shale, Clay and Slate Industry April 2007 Expanded Shale, Clay & Slate Institute (ESCSI) 2225 E. Murray Holladay Rd, Suite 102 Salt Lake City, Utah 84117 (801) 272-7070 Fax: (801) 272-3377 [email protected] www.escsi.org CHAPTER 1 1.1 Introduction 1.2 How it started 1.3 Beginnings of the Expanded Shale, Clay and Slate (ESCS) Industry 1.4 What is Rotary Kiln Produced ESCS Lightweight Aggregate? 1.5 What is Lightweight Concrete? 1.6 Marine Structures The Story of the Selma Powell River Concrete Ships Concrete Ships of World War II (1940-1947) Braddock Gated Dam Off Shore Platforms 1.7 First Building Using Structural Lightweight Concrete 1.8 Growth of the ESCS Industry 1.9 Lightweight Concrete Masonry Units Advantages of Lightweight Concrete Masonry Units 1.10 High Rise Building Parking Structures 1.11 Precast-Prestressed Lightweight Concrete 1.12 Thin Shell Construction 1.13 Resistance to Nuclear Blast 1.14 Design Flexibility 1.15 Floor and Roof Fill 1.16 Bridges 1.17 Horticulture Applications 1.18 Asphalt Surface Treatment and Hotmix Applications 1.19 A World of Uses – Detailed List of Applications SmartWall® High Performance Concrete Masonry Asphalt Pavement (Rural, City and Freeway) Structural Concrete (Including high performance) Geotechnical Horticulture Applications Specialty Concrete Miscellaneous Appendix 1A ESCSI Information Sheet #7600 “Expanded Shale, Clay and Slate- A World of Applications…Worldwide 1-1 1.1 Introduction The purpose of this reference manual (RM) is to provide information on the practical application of expanded shale, clay and slate (ESCS) lightweight aggregates. -
The Influence of Sewage Sludge Content and Sintering Temperature
materials Article The Influence of Sewage Sludge Content and Sintering Temperature on Selected Properties of Lightweight Expanded Clay Aggregate Jolanta Latosi ´nska 1,* , Maria Zygadło˙ 1 and Przemysław Czapik 2 1 Faculty of Environmental Engineering, Geomatic and Energy Engineering, Kielce University of Technology, Al. Tysi ˛acleciaPa´nstwaPolskiego 7, 25-314 Kielce, Poland; [email protected] 2 Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. Tysi ˛acleciaPa´nstwa Polskiego 7, 25-314 Kielce, Poland; [email protected] * Correspondence: [email protected]; Tel.: +48-41-34-24-571 Abstract: Wastewater treatment processes produce sewage sludge (SS), which, in line with environ- mental sustainability principles, can be a valuable source of matter in the production of lightweight expanded clay aggregate (LECA). The literature on the influence of SS content and sintering tempera- ture on the properties of LECA is scarce. This paper aims to statistically evaluate the effects of SS content and sintering temperature on LECA physical properties. Total porosity, pore volume, and apparent density were determined with the use of a density analyzer. A helium pycnometer was uti- lized to determine the specific density. Closed porosity was calculated. The test results demonstrated a statistically significant influence of the SS content on the specific density and water absorption of LECA. The sintering temperature had a significant effect on the specific density, apparent density, total porosity, closed porosity, total volume of pores, and water absorption. It was proved that a broad range of the SS content is admissible in the raw material mass for the production of LECA. -
Comparitive Study on Deflouridation of Water Using LECA Balls
Published by : International Journal of Engineering Research & Technology (IJERT) http://www.ijert.org ISSN: 2278-0181 Vol. 8 Issue 05, May-2019 Comparitive Study on Deflouridation of Water using LECA Balls and Natural Bioabsorbents Babitha Peter 1Assistant Professor, Department of Civil Engineering , Ilahia College of Engineering and Technology, Kerala Aysha P Beeran Mohammed Sahal V S 2Department of Civil Engineering , 4Department of Civil Engineering , Ilahia College o f Engineering and Technology, Ilahia College of Engineering and Technology , Kerala Kerala Farha K R Swaleel Falahi 3Department Of Civil Engineering , 5Department of Civil Engineering , Ilahia College of Engineering and Technology, Ilahia College of Engineering and Technology, Kerala Kerala Abstract:- Environmental contamination due to various are affected by fluoride contamination in water. This involves chemicals and its subsequent harmful health effects in obvious about 9000 villages affecting 30 million people. forms in all living creatures including human and animal merits It must be noted that the problem of excess fluoride in serious attention worldwide. Fluoride is an essential micro drinking water is of recent origin in most parts. Digging up of element for human health. shallow aquifers for irrigation has resulted in declining levels Defluoridation refers to method of water treatment that reduces of ground water. As a result, deeper aquifers are used, and the concentration of fluoride in the water. This technique is used for the removal of excess fluoride from the aqueous solution the water in these aquifers contains a higher level of fluoride. using tamarind fruit cover and LECA balls. • To compare the fluoride removal efficiency of Fluoride is often described as a ‘double-edged sword’ as different materials on water inadequate ingestion is associated with dental caries, where as • To study the effect of pH of different materials on excessive intake leads to dental, skeletal and soft tissue fluorosis- fluoride remova l of water which has no cure. -
Fundamentals of Site Grading Design
188.pdf A SunCam online continuing education course Fundamentals of Site Grading Design by Joshua A. Tiner, P.E. 188.pdf Fundamentals of Site Grading A SunCam online continuing education course Table of Contents A. Introduction B. Basics • Background: • Existing Conditions: • Contour Lines: • Spot Elevations / Spot Grades: • Other Standard Annotations: • Slope • Plan Setup • Limit of Disturbance / Transition between Existing and New Grades • The Inverse Slope/Contour Calculation Method C. Design Parameters and Other Limitations • Design Parameters • Positive Drainage • Rules of Thumb o Maximum Access Drive Slope: 8% o Maximum Parking Lot Slope: 5% o Maximum Slope in Maintainable Grassed Landscaped Areas 3:1 o Maximum Slope in Stabilized Landscaped Areas 2:1 o Slopes exceeding 2:1 o Minimum Slope of Asphalt: 1.5% o Minimum Slope of Concrete: 0.75% o Minimum Slope of Concrete Curb: 0.75% o Loading Dock grading: 2.0% for 60’ • ADA Requirements • Cut-Fill Analysis • Rock Ledge walls D. Other Grading Features • Berms • Swales • Ridge Lines • Retaining Walls E. Problem Areas and Other Locations of Importance • Landscaped Islands and Peninsulas • ADA Parking Spaces • Longitudinal Islands with Sidewalks • Flush Ramps • Drainage Outfall Location • Setting the Finished Floor • Property Line grading F. Summary and Conclusion www.SunCam.com Copyright 2014 Joshua A. Tiner, P.E. Page 2 of 24 188.pdf Fundamentals of Site Grading A SunCam online continuing education course A. Introduction This course is developed to identify the fundamentals of site grading design to those who are not experienced with site grading design, as well as a refresher to anyone who has worked in Civil Engineering and/or Land Development. -
Stallion Synopsis For: Not This Time Prepared By: Alan Porter Prepared For: Taylor Made Stallions
STALLION SYNOPSIS FOR: NOT THIS TIME PREPARED BY: ALAN PORTER PREPARED FOR: TAYLOR MADE STALLIONS INC Pedigree Consultants are able to help you in all facets of your thoroughbred investment. Not only are we able to proven mating advice but we are also able to advise on mare selection, management and promotion of stallions, and selection and purchase of racing and breeding stock. For more information on the services visit www.pedigreeconsultants.com, email [email protected] or call +1 859 285 0431. NOT THIS TIME The most brilliant two-year-old son of sire of sires, Giant’s Causeway, Not This Time was also arguably the fastest and most spectacular two-year-old of his crop. In addition to being by Storm Cat’s leading sire son, he is out of record-breaking graded and multiple stakes winning Miss Macy Sue – also dam of brilliant Breeders’ Cup Mile (gr. I) victor Liam’s Map – and descends from Ta Wee, a two-time Champion Sprinter who is half-sister to the legendary Dr. Fager. Giant’s Causeway has demonstrated an affinity for the Fappiano branch of Mr. Prospector, and Fappiano is particularly interesting here, as he is out of a mare by Dr. Fager, which should work extremely well with remarkable strong Tartan Farm/Genter heritage in the dam of Not This Time (which includes inbreeding to Dr. Fager’s brilliant half-sister, Ta Wee). We can note that Unbridled’s Song – a grandson of Fappiano – is the sire of Not This Time’s brilliant half-brother Liam’s Map. -
Unstable Slope Advisory for Solid Waste Landfill Facilities (GD #586)
GUIDANCE DOCUMENT #586 Division of Materials & Waste Management October 2014 (originally published on May 29, 2004)1 Unstable Slope Advisory for Solid Waste Landfill Facilities Applicable Rules MSW: OAC 3745-27-19(E)(1)(c) ISW: OAC 3745-29-19(E)(1)(c) RSW: OAC 3745-30-14(E)(1)(c) Tires: OAC 3745-27-75(E)(19) C&DD: OAC 3745-400-11(E)(1) DMWM Cross-Referenced guidance document: #660 Geotechnical and Stability Analyses for Ohio Waste Containment Facilities Purpose This document outlines the operational and construction practices of material placement for maintaining stable waste slopes and the structural integrity of engineered components. Applicability This document applies to operating municipal (MSW), industrial (ISW) and residual (RSW) solid waste landfills, scrap tire monofills, and construction and demolition debris (C&DD) landfills. Background Operational and construction practices have a profound impact upon the stability of waste slopes and in maintaining the integrity of the engineered components. Excavated and constructed slopes (including waste slopes) can fail if sound operating and construction practices are not followed. Several incidents involving failure of slopes and damage to engineered components have occurred at solid waste landfills around the state. Each incident can, in part, be attributed to construction and operational errors, specifically over-steep waste slopes. The operators at the facilities where these failures occurred placed waste at a grade that exceeded the shear resistance of the affected material, or the shear forces induced by waste placement exceeded the shear resistance of one of the geosynthetic and/or soil interfaces. Additionally, each of these facility operators incurred significant cost to assess and repair damage to the engineered components of the facility.