Flat Plastering in Traditional Buildings

Total Page:16

File Type:pdf, Size:1020Kb

Flat Plastering in Traditional Buildings ININFOFORMMATATIOION FOOR HIH STTORRICC BUIU LDDINING OWOWNEERSS Buildings Traditional in Plastering Flat Introduction Plaster has a long history of use as a fi nishing material for internal walls in Scotland. Traditional plasterwork is usually either earth or lime based. Th e two main methods of using lime plaster as an internal fi nish are either to apply it directly onto masonry, commonly referred to as plaster on the hard, or onto a backing of timber laths. Fig. 1 Quick lime being slaked using traditional methods. Th is INFORM provides information on the material make-up and preparation methods of lime plaster, as well as how to apply it. It also considers how to repair plaster, including re- plastering and patch repairs works. Materials for traditional plasterwork Lime Th e main component of the majority of plaster in traditional buildings is lime. Traditionally, most lime used for internal plastering would have been Fig. 2 Matured lime putty for use in traditional non-hydraulic or fat lime. Th is was plastering can be bought from suppliers. formed by burning limestone in a kiln to drive off its carbon dioxide and water slaked and matured putty (Fig. 2). content to leave a white powder known Matured lime for plastering can also as quicklime. Th is was thenslaked be bought from specialist suppliers (immersed in water) to produce lime of lime and traditional building putty (Fig. 1) and left in a pit or tank materials. It is important to note the to mature for around three months diff erence between hydrated lime, lime before use. which sets in the air, and hydraulic lime which sets in the presence of Today lime for plastering mainly comes moisture and would rarely be used for in the form of bagged hydrated plastering traditional buildings. lime. Best practice would still be to mature this in water for around three Gypsum months prior to use in order to bring Another material found in traditional about the benefi ts of traditionally plastering is gypsum (calcium sulphate, or Plaster of Paris) which became popular plaster to provide information on the from the late 18th century. Like lime, it type and grading of aggregate, binder to is burnt to form a powder which when aggregate ratios, the presence of gypsum immersed in water creates a gypsum putty. gauging and other additions. Sand for However, this creates a putty which is plastering should match that used in harder and sets more rapidly than lime original work. Generally sand with a grain putty. Most available modern plasters are size of 1-6mm would have been used for gypsum based. Lime and gypsum are, the fi rst coat, 1-3mm grain size for the however, materials with diff erent properties second and 0.5-1.5mm for the fi nishing and where repairs are being carried out to coat. Sand used in plaster mixes should traditional fl at lime plasterwork the use be sharp, well graded (having a good of gypsum is likely to be inappropriate. mixture of grain sizes) and should be well Lime plasters were sometimes gauged with washed to remove contaminants. In some gypsum, where a small amount of gypsum cases lime plaster, especially the fi rst coat, was added to the mix, and where this often contained hair as a reinforcement is found to be the case its addition may material. Where this is being added it be appropriate in repair work although should always be broken up and well this should not be carried out simply as distributed throughout a plaster mix. Hair a matter of course. Material used for the reinforcement should never be added to a repair of fl at plaster work should match mix prior to maturing, as this will degrade that found used originally on a “like for over time and will be unable to provide the like” basis. strength required. Aggregates The decay of plasterwork To form lime plaster, lime putty is mixed Th e main cause of decay in plasterwork with sand aggregate, to form either coarse is water ingress which can be caused by stuff or fi ne stuff , coarse stuff being formed defective roofs or plumbing and excess of aggregate with a larger grain size than internal moisture (Fig. 3). Water penetration fi ne stuff . Where possible repairs should be into plasterwork will cause staining and like for like, ideally analysing the original ultimately will lead to the plaster becoming Fig. 3 Water ingress and excess moisture is the most common cause of damage and decay to plasterwork. detached from its background and hard, without laths, only two or even collapsing. Where water ingress is the a single coat may have been used. Th is cause of the deterioration of plasterwork was dictated by the standard of fi nishing the building defect which has led to the required. In repair work the number and problem should be rectifi ed before any thickness of coats used should match that repair work takes place. Th e decay of used originally. When plastering, each plasterwork can also be caused by problems coat of plaster should be allowed to dry with the background to which it is applied until fi rm to the touch but not completely such as timber decay in laths or structural dried prior to the next coat being applied. movement within masonry. Vibration Th is will normally take between 1 to 3 can also cause mechanical damage to weeks depending on temperature and plasterwork. Where these causes are present humidity. the fault leading to problems within the plasterwork should be rectifi ed before the Scratch coat plaster itself is repaired. Th e fi rst coat of plaster is known as the Re-plastering work scratch or base coat (Fig. 4). Th e mix Wherever possible, repair work should for a scratch coat is usually one part of be like for like in material properties and lime putty to between 1 to 3 of coarse, methods as these are likely to provide a well graded sharp sand although this repair which is durable and compatible can vary depending on the properties with surviving original work. Most of the sand and lime being used. Th e traditional plasterwork was applied scratch coat will often have hair added in three coats. In some cases where to the mix to give added strength. masonry was plastered directly on the Masonry or lath backgrounds should be Fig. 4 Scratch coat of plaster applied on the hard directly to a rubble masonry wall. (Photo credit: Eden Hot Lime Mortars) dampened down prior to application. reduce the suction of moisture from A scratch coat will normally be one to the other. Once the fi nishing around 9-10mm thick. Whilst still coat is applied a fl oat is used to scour wet the plaster should be scratched the surface to give a smooth fi nish. using a lath scratcher or other wood Th is fi nal coat of plaster can be worked toothed tool in diagonal lines to form in a number of ways to achieve a a diamond pattern. desired fi nish. A trowel can be used to give a fi ne closed fi nish to the plaster. Floating coat Wooden or sponge fl oats will give a Th e second coat of plaster is referred more open and textured fi nish. to as the fl oating or straightening coat. Th e mix is again likely to be 1 Plas ter on the hard parts of lime putty to 2-3 of coarse, When repairing lime plaster which well graded sharp sand. A thickness is applied directly to masonry all of around 9-10mm is again used. A existing, loose materials such as old long fl oating rule or straight edge is plaster or paint should be cleared used to obtain a fl at level surface on away. Masonry joints should be raked the plaster whilst still wet. When the out only enough to give a key for fl oating coat has begun to harden it is plaster to adhere to the wall. Masonry dampened and rubbed or “scoured” should always be dampened prior to with a wooden fl oat to reduce the application of plaster to avoid too likelihood of shrinkage and produce rapid drying which can lead to cracks an open grained fi nish to help the top in plaster. Where a masonry surface coat adhere. is uneven “dubbing out” may be required. Th is involves indentations in Finishing coat the wall being fi lled with plaster of the Th e fi nal coat is the fi nishing or top same composition as the scratch coat coat. It is generally thinner than the to give a more even surface. scratch and fl oating coats, between 2-5mm and uses a fi ner aggregate. The Where plaster is being applied to mix can vary depending on the fi nish laths (Figs. 5 and 6) it should be required. More lime will give a softer applied diagonally across the laths fi nish but one which can be polished with suffi cient pressure to force to a smoother surface. More sand will it through the gaps allowing the give a harder fi nish. Often a simple one hardened plaster behind to form part lime to one part sand ratio will a “plug” or “rivet” to anchor the be employed. Th e fi nishing coat can plasterwork. Th ere is no reason why be applied in two or three thin layers new plaster cannot be applied to in some instances to help achieve a existing laths as long as these are in very fi ne surface fi nish.
Recommended publications
  • SAFETY DATA SHEET Quicklime
    Quicklime Conforms to HazCom 2012/United States SAFETY DATA SHEET Quicklime Section 1. Identification GHS product identifier : Quicklime Other means of identification : Snowbright Quicklime, Quicklime, High calcium quicklime, Pebble lime, Hi Cal, Unslaked lime, Calcium Oxide, CaO, Type S, Type N, Calcined limestone, Burnt lime, Chemical lime Identified uses : Water treatment, Caustic agent, pH adjustment, Neutralization, Acid gas absorption, Construction Supplier's details : Pete Lien & Sons, Inc. PO Box 440 Rapid City, SD 57702 Emergency telephone : (605) 342-7224 (Monday-Friday 8am-5pm) number (hours of operation) Section 2. Hazards identification Classification of the : SKIN IRRITATION - Category 2 substance or mixture EYE DAMAGE - Category 1 SPECIFIC TARGET ORGAN TOXICITY SINGLE EXPOSURE [Respiratory System] - Category 3 SPECIFIC TARGET ORGAN TOXICITY REPEAT EXPOSURE [Respiratory System] - Category 1 CARCINOGEN - Category 1A GHS label elements Hazard pictograms : Signal word : Danger Hazard statements : Causes skin irritation. Causes serious eye damage. May cause cancer through inhalation. May cause respiratory irritation. Reacts violently with water, releasing heat, which can ignite combustible material. Causes damage to lungs through prolonged and repeated exposure. Precautionary statements Prevention : Wear protective gloves/protective clothing/face protection /eye protection. Wash exposed skin thoroughly after handling. Use only outdoors or in a well-ventilated area. Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Do not breathe dust. Do not eat, drink or smoke when using this product. 1/7 Quicklime Response : IF ON SKIN: Wash exposed skin with plenty of water. If skin irritation occurs: Get medical attention. Take off contaminated clothing and wash it before reuse.
    [Show full text]
  • Specialists Q & a on the Use of Lime Plastering
    posed to much less water making it less reactive but retaining its dry nature as a powdered product so it Q To avoid shrinkage, should hair be added to never matures to become a good binder in its own the lime mix? form. Hydrate is used as a plasticiser for cement Hair is added to help lime mortars bind or hold mixes. Hydraulic lime is a powder and also burnt A but the limestone is not pure calcium carbonate onto laths but can still shrink and crack if cured too Specialists Q & A on the and contains impurities such as clays and silicates quickly. Hair is always used on lath and plaster work which change the reactive nature of the lime and but is not necessary on brickwork. use of lime plastering allow it to set chemically when exposed to water. Q How do l make a lime wash? Q What type of lime should be used for lime A Lime wash is simply lime putty, water and a mineral pig- plastering? Q What are the advantages of using lime plas- ment, and for external use a water repellent such as linseed or tallow is added. ter? A Lime plaster can be made with lime putty or hydraulic lime but hydrate is too weak. Putty is best Q Can lime plaster be applied to plasterboard? A They allow buildings to breathe which is essential for ceilings and lath work as it has better flexural for older buildings that have been constructed with strength and sticks well to laths. Hydraulic lime is A The only benefit to applying a lime plaster to lime fine as a hard wall plaster where there is no move- plasterboard is the aesthetic look, however this mortars and soft bricks or stone.
    [Show full text]
  • Plastering Tasks (Construction).Pdf
    Year 11 Transition Tasks Plastering Introduction Welcome to the City of Bristol College the following pack is designed to give you an introduction to the types of work and tasks you can expect from a course in plastering. § Positives – Plastering is a great way to keep you fit as It is a very physical job, never in one place for too long meeting new people and has good financial rewards. § Negatives – it is a messy job and can be cold during the winter months. 0117 312 5000 [email protected] cityofbristol.ac.uk @CityofBristolCollege CoBCollege Year 11 Transition Tasks Plasterer The main role of a plasterer is to paste layers of plaster onto walls, floors and ceilings. Both, Internal and External finishes are produced. Plasterers work on a number of different buildings, including new housing developments, offices and houses (redecorations or extensions). They repair or restore existing plasterwork and plaster newly erected walls. The Historic and Fibrous side of plastering involve, plastering using lime and making decorative mouldings for ceilings or walls. The process of creating plasterwork, called plastering, has been used in building construction for centuries. Plasterers have an advantage over some trades during bad weather in that they can work inside. Most plastering tasks are completed before a decorator paints the walls or ceilings. Plasterer at work, then and now. 0117 312 5000 [email protected] cityofbristol.ac.uk @CityofBristolCollege CoBCollege Year 11 Transition Tasks Plasterer’s activities Opening the hyperlinks, I have listed below should give you more information on the activities a plasterer completes on a day-day basis.
    [Show full text]
  • Section 092400
    SPEC MIX, Inc. – Guide Specification Note to User: This section contains macros to aid the editing process. By default Microsoft Word disables macros for virus security reasons. When you open a file that has macros, the yellow message bar appears with a shield icon and the enable content button. To enable these macros, click the Enable Content button. SECTION 09 24 00 PORTLAND CEMENT STUCCO (To View Hidden Text, Type CTRL-H) PART 1 – GENERAL 1.1 SECTION INCLUDES A. Portland Cement, Pre-blended Scratch and Brown Coat Stucco. B. Portland Cement, Pre-blended Fiber Base Coat Stucco. C. Portland Cement, Pre-blended Colored Finish Coat Stucco. 1.2 RELATED SECTIONS A. Section 03 30 00 - Cast-in-Place Concrete. B. Section 04 20 00 - Unit Masonry. C. Section 05 40 00 - Cold-Formed Metal Framing: Light gauge load-bearing metal framing. D. Section 06 10 00 - Rough Carpentry: Wood framing. E. Section 07 21 13 - Board Insulation. F. Section 07 92 00 - Joint Sealants. G. Section 09 22 16 - Non-Structural Metal Framing: Non-load-bearing metal framing systems. H. Section 09 22 36 - Metal Lath. I. Section 09 29 00 - Gypsum Board: Exterior gypsum sheathing. 1.3 REFERENCES A. American National Standards Institute (ANSI) / American Hardboard Association (AHA): 1. ANSI/AHA A 194 - Cellulosic Fiber Board. B. ASTM International (ASTM): 1. ASTM A 641/A 641M - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire. 2. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
    [Show full text]
  • Agricultural Lime Recommendations Based on Lime Quality E.L
    University of Kentucky College of Agriculture, Food and Environment ID-163 Cooperative Extension Service Agricultural Lime Recommendations Based on Lime Quality E.L. Ritchey, L.W. Murdock, D. Ditsch, and J.M. McGrath, Plant and Soil Sciences; F.J. Sikora, Division of Regulatory Services oil acidity is one of the most important soil factors affect- Figure 1. Liming acid soils increases exchangeable Ca and Mg. Sing crop growth and ultimately, yield and profitability. It is determined by measuring the soil pH, which is a measure Acid Soil Limed Soil Ca2+ H+ H+ Ca2+ Ca2+ of the amount of hydrogen ions in the soil solution. As soil Lime Applied H+ H+ H+ H+ Ca2+ acidity increases, the soil pH decreases. Soils tend to be + + + 2+ + naturally acidic in areas where rainfall is sufficient to cause H H H Mg H substantial leaching of basic ions (such as calcium and mag- nesium), which are replaced by hydrogen ions. Most soils in Kentucky are naturally acidic because of our abundant rainfall. Nitrogen fertilization can also contribute to soil acid- The majority of the hydrogen ions are actually held on ity as the nitrification of ammonium increases the hydrogen cation exchange sites. To effectively neutralize soil acidity, ion concentration in the soil through the following reaction: hydrogen ions must be removed from both the soil solution and the exchange sites. While soil pH only measures the solu- + - - + NH4 + 2O2 --> NO3 = H2O + 2H tion hydrogen, the buffer pH is an indication of exchangeable acidity and how much ag lime is actually needed. It is possible Periodically, agricultural limestone (ag lime) is needed to for two soils to have the same water pH but different lime neutralize soil acidity and maintain crop productivity.
    [Show full text]
  • PORTLAND CEMENT PLASTER Construction Standards PAGE 092400 - 1
    Michigan State University PORTLAND CEMENT PLASTER Construction Standards PAGE 092400 - 1 SECTION 092400 - PORTLAND CEMENT PLASTER PART 1 - GENERAL 1.1 M.S.U. ISSUES A. Where construction alterations are to existing facilities, the following shall apply: 1. Patched openings in plaster construction shall be reframed and lathed in as required to maintain original plaster thickness. Areas or openings to be patched shall have the existing finish coat chipped back one inch on base plaster, and base plaster two inches on lath or as required to overlap and bond the new plaster patch to the existing plaster. Areas to be patched or tied into shall be primed with an approved latex bonding-agent in accordance with manufacturer’s recommendation. 1.2 SUMMARY A. This Section includes the following: 1. Nonstructural steel framing and furring. 2. Interior portland cement plasterwork on metal lath plaster bases. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. 1.5 PROJECT CONDITIONS A. Comply with ASTM C 926 requirements. B. Interior Plasterwork: Maintain room temperatures at greater than 40 deg F for at least 48 hours before plaster application, and continuously during and after application. 1. Avoid conditions that result in plaster drying out during curing period. Distribute heat evenly; prevent concentrated or uneven heat on plaster. 2. Ventilate building spaces as required to remove water in excess of that required for hydrating plaster in a manner that prevents drafts of air from contacting surfaces during plaster application and until plaster is dry.
    [Show full text]
  • A Study of Lime and Fly Ash with Regard to Soil Stabilization
    COMMONWEALTH OF KENTUCKY DEPARTMENT OF HIGHWAYS FRANKFORT April 28, 1958 ADDRESS REPLY TO DEPARTMENT OF HIGHWAYS MATERIALS RESEARCH LABORATORY 132 GRAHAM AVENUE LEXINGTON 29, KENTUCKY C.Z. 7. D.l. 7. MEMO TO: D. V. Terrell Director of Research The attached report, "A Study of the Use of a Local Fly Ash in Concrete Mixes", by Frank D. Whitney, represents two approaches to the addition of fly ash to portland cement concrete. Certain percentages of cement were replaced with the fly ash for one series of inve sti.gations and for the other the cement content wa.s kept constant and the fly ash was used to replace sand. It was found that 25% of the cement could be replaced with the fly ash without detrimental losses, to the 28- and 60-day compressive strengths.· The 7-day strengths were lowered for the cement replacement tests. This report outlines procedures that are required to obtain durable concrete while replacing either 25% of the sand or 25% of the cement with fly ash, depending upon the particular economic situation or shortage of materiaL The findings here reported may be of considerable value to the department, especially if materia\ shortages should develop. Respectfully submitted, W. B. Drake Associate Director of Research WBD:dl Enc. cc: Resea):"ch Committee Members Bureau of Public Roads (3) COMMONWEALTH OF KENTUCKY DEPARTMENT OF HIGHWAYS FRANKFORT April 23, 1958 ADDRESS REPLY TO DEPARTMENT OF HIGHWAYS MATERIALS RESEARCH LABORATORY 132 GRAHAM AVENUE LEXINGTON 29, KENTUCKY D.l. 7. B. 3. 6. MEMO TO: D. V. Terrell Director of Research There are two large hydrated lime stockpiles in Kentucky.
    [Show full text]
  • VIRGINIA's LIME INDUSTRY Palmer C.Sweet
    Vol. 32 November 1986 No. 4 VIRGINIA'S LIME INDUSTRY Palmer C.Sweet Lime production in Virginia continued on the materials that contain at least 97 percent com- increase in 1985 after a four-year decline from bined calcium and magnesium carbonate content 1980-1983. Production tonnages and values are are considered necessary for salable lime. indicated in the Table; 1985 production was 605,000 short tons at a value of $26.4 million. PROCESSING Virginia's highest ranking in production oc- curred in 1915 when Virginia was third behind For calcining (burning) of the limestone, sev- Pennsylvania and Ohio with 267,000 short tons eral types of kilns are utilized depending on from 40 plants (Wood, 1958, p. 6). High produc- capacity of operation, fuel costs, market require- tion also occurred during the early 1940's with ments, and air pollution regulations. Increasingly the increased use in the steel furnaces at that important is the amount and cost of fuel required time. The year of most lime production was 1969, to convert each ton of limestone to lime. when Virginia ranked fifth behind Ohio, Penn- Vertical (shaft) kilns are elliptical or circular sylvania, Texas, and Michigan with 1,072,000 and may be of stone, reinzorced concrete, or boiler short tons ($13.6 million). Lime production of plate construction. The kilns are lined, usually 824,000 short tons in 1981 yielded a record value with two layers of refractory brick, and are of almost 36 million dollars. divided into three sections: preheating, calcining, Lime (calcium oxide), marketed as quicklime and cooling.
    [Show full text]
  • Traditional Architectural Renders on Earthen Surfaces
    University of Pennsylvania ScholarlyCommons Theses (Historic Preservation) Graduate Program in Historic Preservation 1991 Traditional Architectural Renders on Earthen Surfaces Maria Isabel G. Beas University of Pennsylvania Follow this and additional works at: https://repository.upenn.edu/hp_theses Part of the Historic Preservation and Conservation Commons Beas, Maria Isabel G., "Traditional Architectural Renders on Earthen Surfaces" (1991). Theses (Historic Preservation). 395. https://repository.upenn.edu/hp_theses/395 Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Beas, Maria Isabel G. (1991). Traditional Architectural Renders on Earthen Surfaces. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This paper is posted at ScholarlyCommons. https://repository.upenn.edu/hp_theses/395 For more information, please contact [email protected]. Traditional Architectural Renders on Earthen Surfaces Disciplines Historic Preservation and Conservation Comments Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Beas, Maria Isabel G. (1991). Traditional Architectural Renders on Earthen Surfaces. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This thesis or dissertation is available at ScholarlyCommons: https://repository.upenn.edu/hp_theses/395 'T,' i'&Sim mi> 'm m. i =ir,!t-i^-!vs i )'» \ •.'.i:'-ii-2\c-. fell ;;!•!' UNIVERSITVy PENNSYLVANIA. UBKARIES TRADITIONAL ARCHITECTURAL RENDERS ON EARTHEN SURFACES Maria Isabel G. Beas A THESIS in The Graduate Program in Historic Presen/ation Presented to the faculties of the University of Pennsylvania in Partial Fulfillment of the Requirements for the Degree of MASTER OF SCIENCE 1991 Frank G.lMatero, Associate Professor 'reservation, Advisor X Samuel Y.
    [Show full text]
  • Preserving Historic Ornamental Plaster David Flaharty
    PRESERVATION BRIEFS Preserving Historic Ornamental Plaster David Flaharty U.S. Department of the Interior National Park Service Cultural Resources Heritage Preservation Services From the time America struggled for a new identity as the 1930s. During this two hundred year period, as the a constitutional republic-and well into the 20th Georgian and Federal styles yielded to the revivals­ century-its architecture and its decorative detailing Greek, Rococo, Gothic, Renaissance, and Spanish­ remained firmly rooted in the European classicism of decorative plaster reflected each style, resulting in the Palladio, Wren, and Mansart. wide variety of ornamentation that survives. The tradi­ tional methods of producing and installing interior Together with skilled masons and carpenters, orna­ decorative plaster were brought from Europe to this mental plasterers saw their inherited trade flourish country intact and its practice remains virtually un­ from the mid-18th century until the Depression years of changed to this day. Fig. 1. Ornamental plaster studios employed the following personnel: Draftsmen to interpret architectural details in shop drawings; sculptors who modelled in clay; model makers who assembled sculpted, plain-run and pre-cast elements into an ornamental unit; moldmakers who made rigid or flexible negative tooling; casters who made production units; finishers (often the caster's wives) who cleaned the casts; and laborers who assisted skilled personnel in operating efficiently. This studio was in Philadelphia, c. 1915. Photo: Courtesy, M. Earle Felber. Styles of Decorative Plaster in America, 18th-20th Centuries d e (a) Kenmore, Fredericksburg, Virginia. c. 1752. Georgian in style with orna­ mental ceilings based on Batty Langley's 1739 English style book, the plaster­ work was executed by a Frenchman in the mid-1770s.
    [Show full text]
  • Stabil-Mix Brochure
    FLY ASH Stabil-Mix Improved Soil Stabilization with Construction Cost Savings FLYASH.COM FLY ASH Stabil-Mix Improved Soil Stabilization with Construction Cost Savings STABIL-MIX CUSTOM BLENDS FOR A SINGLE APPLICATION Contractors have long utilized roadbed stabilization Stabil-Mix can be custom blended for optimal results in techniques using chemicals such as lime or portland cement varying soil conditions and is delivered to the job site in to strengthen pavement subgrades. Lime has traditionally high-volume trailers. Thoroughly blended, Stabil-Mix reduces been used in cohesive clay soils, while portland cement the time normally required for separate lime and fly ash has been used more for granular soils. Increasingly, public applications and often does not require a waiting period and private sector engineers are interested in stabilizing for remix or processing. Generally, a single application of silty, clayey soils that do not match the classic definitions Stabil-Mix will properly stabilize subgrades. Waiting time is for either lime or cement. Historically, lime and fly ash have effectively reduced or eliminated. been used together to stabilize those soils. However, the application of each of the products separately has been time COST SAVINGS consuming and difficult. In addition to the savings from a single-product application, Stabil-Mix material savings can be as much as 50% when Now, thanks to a unique alliance between Boral Resources, compared to cement stabilization. And, depending on local the nation’s largest marketer of coal combustion products, conditions, Stabil-Mix may enable designers to reduce and Chemical Lime, a major international lime producer, the thickness of subsequent pavement layers—further a product is available to bridge the gap between lime and reducing material costs.
    [Show full text]
  • Somerset Geology-A Good Rock Guide
    SOMERSET GEOLOGY-A GOOD ROCK GUIDE Hugh Prudden The great unconformity figured by De la Beche WELCOME TO SOMERSET Welcome to green fields, wild flower meadows, farm cider, Cheddar cheese, picturesque villages, wild moorland, peat moors, a spectacular coastline, quiet country lanes…… To which we can add a wealth of geological features. The gorge and caves at Cheddar are well-known. Further east near Frome there are Silurian volcanics, Carboniferous Limestone outcrops, Variscan thrust tectonics, Permo-Triassic conglomerates, sediment-filled fissures, a classic unconformity, Jurassic clays and limestones, Cretaceous Greensand and Chalk topped with Tertiary remnants including sarsen stones-a veritable geological park! Elsewhere in Mendip are reminders of coal and lead mining both in the field and museums. Today the Mendips are a major source of aggregates. The Mesozoic formations curve in an arc through southwest and southeast Somerset creating vales and escarpments that define the landscape and clearly have influenced the patterns of soils, land use and settlement as at Porlock. The church building stones mark the outcrops. Wilder country can be found in the Quantocks, Brendon Hills and Exmoor which are underlain by rocks of Devonian age and within which lie sunken blocks (half-grabens) containing Permo-Triassic sediments. The coastline contains exposures of Devonian sediments and tectonics west of Minehead adjoining the classic exposures of Mesozoic sediments and structural features which extend eastward to the Parrett estuary. The predominance of wave energy from the west and the large tidal range of the Bristol Channel has resulted in rapid cliff erosion and longshore drift to the east where there is a full suite of accretionary landforms: sandy beaches, storm ridges, salt marsh, and sand dunes popular with summer visitors.
    [Show full text]