Samozagęszczające się materiały małej wytrzymałości

• Autorzy: Kubissa W.

Warianty tytułu

EN

Controled low strenght materials CLSM

• Języki publikacji: PL

Abstrakty

PL

Omówiono na podstawie literatury zagranicznej zastosowania i zalety samozagęszczonych betonów CLSM o małej wytrzymałości. Przedstawiono wyniki własnych badań mających na celu opracowanie przykładowych składów mieszanek CLMS z wykorzystaniem krajowych materiałów. Podano wnioski praktyczne.

EN

In the article application of selfcompacting materials of low strength were described as well as some of their advantages. This description is based on a numerous articles of foreign authors. Also the results of authors’ own research were presented. The research aimed at elaborating exemplary compositions of CLSM mixtures using some domestic materials. Practical conclusions were formulated.

Słowa kluczowe

PL

beton samozagęszczalny; CLMS; materiał małej wytrzymalości; skład mieszanki; zastosowanie

EN

self-compacting concrete; CLMS; low strength material; mixture composition; application

• Wydawca: Fundacja Polskiego Związku Inżynierów i Techników Budownictwa
• Czasopismo: Inżynieria i Budownictwo
• Rocznik: 2013
• Tom: R. 69, nr 10
• Strony: 525--529
• Opis fizyczny: Bibliogr. 46 poz., il., tab.

Twórcy

autor

Kubissa W.

• Politechnika Warszawska

Bibliografia

• [1] ACI 229R. Controlled Iow strength materials. Detroit; American Concrete Institute; 1999.
• [2] Mieszanki wypełniające GRUNTON® idealnie wypełnią każdą pustkę. „Geoinżynieria, Drogi, Mosty, Tunele”, 3/2012.
• [3] GRUNTON® mieszanki wypełniające, cemex.pl
• [4] Karbownik P.: Zagęszczony grunt bez wibracji, czyli mieszanki wypełniające GRUNTON®. III konferencja naukowo-techniczna „Awarie, remonty, monitoring sieci wod.-kan.”, 28-29 marca 2012, Cedzyna,
• [5] Trejo D., Folliard K J., Du L.: Sustainable Development Using Controlled Low-Strength Material (CLSM). Proceedings of the International Workshop on Sustainable Development and Concrete Technology, Tsinghua University, Beijing, China, May 20-21, 2004.
• [6] Amster K.: Howard and Jennifer L. Hitch, Editors. The Design and Application of Controlled Low-Strength Materials (Flowable Fill), ASTM: STP1331, 1998.
• [7] Hitch J.L., Howard A.K., Baas W.P.: lnnovations in Controlled Low-Strength Material (Flowable Fill). ASTM: STP1459, 2004.
• [8] Shon Chang-Seon, Mukhopadhyay A.K., Don Saylak, Zoilinger D.G., Mejeoumov G.G.: Potential use of stockpiled circulating fluidized bed combustion ashes in controlled Iow strength material (CLSM) mixture. "Construction and Building Materials", 24 (2010).
• [9] Naganathana S., Razak H.A., Hamidc S.N.A.: Properties of controlled Iow-strength material made using industrial waste incineration bottom ash and quarry dust. "Materials & Design", Volume 33 (2012).
• [10] Zhen G., Zhou H., Zhao T., Zhao Y.: Performance Appraisal of Controlled Low-strength Material Using Sewage Sludge and Refuse Incineration Bottom Ash. "Chinese Journal of Chemical Engineering", Volume 20, Issue 1 (2012).
• [11] Bouzalakos S., Dudeney A.W.L., Cheeseman C.R.: Controlled low-strength materials containing waste precipitates from mineral processing. "Minerals Engineering", 21 (2008).
• [12] Gabr M.A., Bowders J.J.: Controlled low-strength material using fly ash and AMD sludge. “Journal of Hazardous Materials”, 76 (2000).
• [13] Lachemi M., Hossain K.M.A., Shehata M., Thaha W.: Controlled Iow strength materials incorporating cement kiln dust from various sources. “Cement & Concrete Composites", 30 (2008).
• [14] Swan C., Topping G., Kashi M.G.: Flowable Fills Developed With High Volumes of Fly Ash. 2007 World of Coal Ash (WOCA). May 7-10, Covington, Kentucky, USA.
• [15] Turkel S.: Long-term compressive strength and some other properties of controlled Iow strength materials made with pozzolanic cement and Class C fly ash. “Journal of Hazardous Materials”, B137 (2006).
• [16] Nataraja M.C., Nalanda Y.: Performance of industrial by-products in controlled low-strength materials (CLSM). “Waste Management”, 28 (2008).
• [17] Taha R.A., Alnuaimi A.S., Ai-Jabri K.S., Al-Harthy A.S.: Evaluation of controlled Iow strength materials containing industrial by-products. “Building and Environment”. 42 (2007).
• [18] Katz A., Kovler K.: Utilization of industrial by-products for the production of controlled Iow strength materials (CLSM). “Waste Management”, 24 (2004).
• [19] Turkel S.: Strength properties of fly ash based controlled Iow strength materials. “Journal of Hazardous Materials”, 147 (2007).
• [20] Siddique R., Noumowe A.: Utilization of spent foundry sand in controlled low-strength materials and concrete. “Resources, Conservation and Recycling”, 53 (2008).
• [21] Achtemichuk S., Hubbard J., Sluce R., Shehata M.H.: The Utilization of recycled concrete aggregate to produce controlled low-strength materials without using Portland cement. “Cement and Concrete Composites”, Volume 31, Issue 8 (2009).
• [22] Guide Specification for Controlled Low Strength Materials (CLSM). National Ready Mixed Concrete Association.
• [23] Aprobata techniczna IBDiM AT/2008-03-2309 Mieszanka wypełniająca GRUNTON. 2008.
• [24] What, Why and How? Flowable Fill Materials. National Ready Mixed Concrete Association, CIP17, 1989.
• [N1] ACI 116R Cement and Concrete Terminology.
• [N2] 230.1 R State-of-the-Art Report on Soil Cement.
• [N3] ASTM D 4832 Test Method for Preparation and Testing of Soil-Cement Slurry Test Cylinders.
• [N4] ASTM D 6103 Test Method for Flow Consistency of Controlled Low Strength Material.
• [N5] ASTM D 6024 Test Method of Bali Drop on Controlled Low Strength Material to Determine Suitability for Load Application.
• [N6] ASTM D 5971 Practice for Sampling Freshly Mixed Controlled Low Strength Material.
• [N7] ASTM D 6023 Test Method for Unit Weight, Yield and Air Content (Gravimetric) of Controlled Low Strength Material.
• [N8] ASTM C 150 Specification for Portland Cement.
• [N9] ASTM C 595 Specification for Blended Hydraulic Cements.
• [N10] ASTM C 618 Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete.
• [N11] ASTM C33/C33M-11a Standard Specification for Concrete Aggregates.
• [N12] ASTM C 143 Test Method for Slump of Hydraulic Cement Concrete.
• [N13] ASTM C 939 Test Method for Flow of Grout for Preplaced-Aggregate Concrete.
• [N14] BS 1881-102:1983. Testing concrete. Methods for determination of slump.
• [N15] ASTM 04016-08 Standard Test Method for Viscosity of Chemical Grouts by Brookfield Viscometer (Laboratory Method).
• [N16] Specification and Guidelines For Self-Compacting Concrete, EFNARC. Association House, 99 West Street, Farnham, Surrey GU9 7EN, UK.
• [N17] ASTM D1196/D1196M-12 Standard Test Method for Nonrepetitive Static Plate Load Tests of Soils and Flexible Pavement Components, for Use in Evaluation and Design of Airport and Highway Pavements.
• [N18] ASTM D4429-09a Standard Test Method for CBR (California Bearing Ratio) of Soils in Place.
• [N19] PN-S-02205:1998 Drogi samochodowe - Roboty ziemne - Wymagania i badania.
• [N20] ASTM C 403 Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance.
• [N21] PN-B-06714-02:1976 Kruszywa mineralne - Badania. Oznaczanie gęstości w kolbie Le Chateliera.
• [N22] PN-EN 196-1 Metody badania cementu - Oznaczanie wytrzymałości.