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2016 Vol.15, Issue 4 Preview Page
30 December 2016. pp. 89-96
Abstract
References
1
1.ASTM D 1194-94. (2014), “Standard Test Method for Bearing Capacity of Soil for Static Load and Spread Footings,” American Society for Testing and Materials, West Conshohocken, PA.
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2.BKGNC. (2011), Static and dynamic load test of pile at ○○ construction site, Internal Report, Back Young Green, New, Change & Challenge Company.
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3.KS F 2444. (2015), “Testing method for bearing capacity of soil for static load on spread footings,” Korean Standards & Certifications.
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4.KS F 2445. (2016), “Standard test method for piles under static axial compressive load,” Korean Standards & Certifications.
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5.KS F 2314. (2013), “Standard test method for unconfined compression test of soils,” Korean Standards & Certifications.
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6. Meyerhof, G. G. (1976), “Bearing Capacity and Settlement of Pile Foundations,” Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, Vol.102, No.GT3, pp.197-228.
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7.Patil, J. D., Vasanvala, S. A. and Solanki, C. H. (2016), "An Experimental Study on Behaviour of Piled Raft Foundation," Indian Geotechnial Journal, Vol.46, No.1, pp.16-24.10.1007/s40098-015-0145-7
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8.Phung DL (2010) Piled raft a cost-effective foundation method for high-rises. Geotech Eng J SEAGS and AGSSEA, Vol. 41, No. 3, 1-12.
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9.Randolph, M. F. and B. S. Murphy (1985), “Shaft Capacity of Driven Piles in Clay.” OTC 4883, pp.[371-378. 10.4043/4883-ms
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10.Salgado, R. (2008), Engineering of Foundations, McGraw Hill, New York, 896p.
Information
  • Publisher :Korean Geosythetics Society
  • Publisher(Ko) :한국지반신소재학회
  • Journal Title :Journal of the Korean Geosynthetics Society
  • Journal Title(Ko) :한국지반신소재학회 논문집
  • Volume : 15
  • No :4
  • Pages :89-96
  • Received Date : 2016-12-05
  • Revised Date : 2016-12-15
  • Accepted Date : 2016-12-22