POTENTIAL USE OF CINDER GRAVEL AS AN ALTERNATIVE BASE COURSE MATERIAL THROUGH BLENDING WITH CRUSHED STONE AGGREGATE AND CEMENT TREATMENT

  • M. Seyfe Faculty of Civil and Environmental Engineering, Jimma University, Institute of Technology, Ethiopia
  • A. Geremew Faculty of Civil and Environmental Engineering, Jimma University, Institute of Technology, Ethiopia
Keywords: Marginal materials, cinder gravel, conventional material, Crushed Stone Aggregate (CSA), cement treated, Fresh, crushed rock (GB1), Unified compressive strength test (UCS), stabilized road base (CB1), (CB2)

Abstract

Cinder gravels are pyroclastic materials associated with recent volcanic activity which occur in characteristically straight sided cone shaped hills. The aim of this study was to use this marginal material which is abundantly available in many parts of Ethiopia by modifying their properties through mechanical blending and chemical stabilization. Results of physical and mechanical test conducted on cinder gravel samples prove their marginality to be used as base course materials especially for highly trafficked roads. An experimental investigation were carried by blending cinder gravels with conventional crushed stone bases course material, Crushed Stone Aggregate (CSA), in proportions of cinder/ Crushed Stone Aggregate (CSA) (10/90, 20/80, 30/70, 40/60 and 50/50) and treating with 6. 8 and 10% of cement. According to results of sieve analysis, Aggregate crushing value (ACV), flakiness index and California Bearing Ratio (CBR), 30% of Crushed Stone Aggregate (CSA) can be replaced by cinder gravels for use as Fresh, crushed rock (GB1) material and for cement treated cinder gravels adding 6% and 8% cement make them suitable for use as Stabilized base course (CB2) and (CB1) base course materials respectively, referring to their 14 day compressive strength as determined by Unified compressive strength (UCS) test.

References

Balakrishna G.S, J. Jacob. Seismic Analysis of Building Using Two Types of Passive Energy Dissipation Devices. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), e-ISSN: 2278-1684, p-ISSN: 2320-334X, PP 13-19.

Newill, d. And kassaye Aklilu. "The location and engineering properties of volcanic cinder gravels in Ethiopia". Seventh regional conference for Africa on soil mechanics and foundation engineering/Accra, June 1980.

Newill, d., Robinson, r. And kassaye Aklilu. "Experimental use of cinder gravels on roads in Ethiopia" 9th regional conference for Africa on soil mechanics and foundation engineering / Lagos, September 1987.

Ethiopian roads authority. "pavement design manual volume I: flexible pavements": 2013.

Ethiopian roads authority. Site investigation manual. Addis Ababa: 2011.

Martin R. "Highway pavement materials and design". In: Martin R, 1st. High way engineering. UK: 2003; 192-228

D.N. Little and R. Graves, "Upgrading Marginal Aggregate Bases and High-Fines Bases With Low Levels of Stabilizers", Texas Transportation Institute, Texas A&M University and Vulcan Materials.

John Murray Hudson. "The behavior of road base materials under repeated loading". Thesis submitted to Doctor of Philosophy. October 1971.

Olugbenga Joseph Oyedepo, Lekan Makanju Olanitori & Ebenezer. "Investigation of palm kernel shell as partial replacement for aggregate in asphaltic concrete".

Felix n. Okonta and Oluwapelumi O. Ojuri. "The stabilization of weathered dolerite aggregates with cement, lime, and lime fly ash for pavement construction". Advances in materials science and engineering. 2014; Article ID 574579: 11

https://doi.org/10.1155/2014/574579

Efrem, G. "Stabilization of cinder with foamed bitumen and cement and its use as (sub) base for roads." International institute for infrastructural, hydraulic and environmental engineering. 2000; delft M.Sc. thesis TRE 100

Department for International Development (DFID), of the UK and the Department of Public Works and Highways (DPWH), Philippines." Literature review on stabilized sub-base for heavily trafficked roads". Project report origin PR/INT/202/00

J.R. Cook and C. S. Gurley. "A framework for the appropriate use of marginal materials" World road association (PIARC)-technical committee c12 seminar in Mongolia, June 2002; TRL. Ltd, UK.

Central Laboratory of France. "Use of Marginal Aggregates in Road Construction "Organization for Economic Co-operation and Development" 1981; Paris, France.

Zhongjie Z. "Durability of cement stabilized low plasticity soils. "Journal of Geotechnical and Geo-environmental Engineering" February 2008; 134(2):203

https://doi.org/10.1061/(ASCE)1090-0241(2008)134:2(203)

American association of state highway and transportation officials. "Stabilization of sub grade soils and base materials AASHTO designation" 2008

Cook J., Bishop E., Gurley C. and Ellsworth N. Promoting the use of marginal materials. 2001; Project report PR/INT/205/.

Department of the army, the navy, and the air force. Soil stabilization for pavements. October 1994.

Magdi M.E Zumrawi. "A study on Mechanical Stabilization to Improve Marginal Base Materials in Khartoum" International Journal of Science and Research; University of Khartoum, Department of Civil Engineering, Khartoum, Sudan.

Published
2019-09-29
How to Cite
Seyfe, M., & Geremew, A. (2019). POTENTIAL USE OF CINDER GRAVEL AS AN ALTERNATIVE BASE COURSE MATERIAL THROUGH BLENDING WITH CRUSHED STONE AGGREGATE AND CEMENT TREATMENT. Journal of Civil Engineering, Science and Technology, 10(2), 112-123. https://doi.org/10.33736/jcest.1465.2019