1 |
국토해양부(2012), 2012 국토해양통계연보, pp. 183-222.
|
2 |
대한토목학회(2008), 도로교설계기준 해설, p.754.
|
3 |
한국건설기술연구원(2012), 지속가능한 장수명 모듈러 도로시스템 개발, 기획보고서, pp. 2-24.
|
4 |
한국교통연구원(2013), 2010년 전국 교통혼잡비용 추정과 추이 분석(수시연구 2013-6), p. 62.
|
5 |
FEHRL.(2013), Report on FEHRL's US scanning tour 2013-advanced and innovative construction and maintenance, FEHRL Knowledge Centre, Belgium, pp. 7-24.
|
6 |
한국도로공사(2009), 도로설계요령, pp. 67-68, 361, 469-470.
|
7 |
한국지반공학회(2009), 구조물 기초 설계기준 해설, pp. 179-424.
|
8 |
Altaee, A., Evgin, E. and Fellenius, B. H.(1993), Load transfer for piles in sand and the critical depth, Canadian Geotechnical Journal, Vol. 30, No. 3, pp. 455-463.
DOI
|
9 |
Fellenius, B. H. and Altaee, A. A.(1995), Critical depth: How it came onto being and Why it does not exist, Proceedings of the Institute of Civil Engineers, Geotechnical Engineering Journal, London, Vol. 113, April, pp. 107-111.
|
10 |
Hansen, J. B.(1970), A revised and extended fomula for bearing capacity, The Danish Geotechnical Institute, Bulletin No. 28, Copenhagen, pp. 5-11.
|
11 |
Harr, M. E.(1966), Foundations of theoretical soil mechanics, McGraw-Hill, New York, p. 88.
|
12 |
Meyerhof, G.(1976), Bearing capacity and settlement of pile foundations, Journal of Geotechnical Engineering Division, Vol. 102, No. 3, pp. 195-228.
|
13 |
Schmertmann, J. H. and Hartman, J. P.(1978), Improved strain influence factor diagrams, Journal of the Geotechnical Engineering Division, Vol. 104, No. GT8, pp. 1131-1135.
|
14 |
Skempton, A. W.(1951), The bearing capacity of clays, Proceedings, Building Research Congress, Vol. 1, London, pp. 180-189.
|
15 |
Terzaghi, K.(1943), Theoretical soil mechanics, Wiley, New York, pp. 265-296.
|
16 |
Terzaghi, K. and Peck, R. B.(1967), Soil mechanics in engineering practice, John Wiley, New York, 2nd ed., pp. 52-68.
|
17 |
U.S. NAVY(1982), Soil mechanics, foundations and earth structures, NAVFAC Design Manual 7, Washington, D. C., pp. 59-85.
|
18 |
Vesic, A. S.(1970), Tests on instrumented piles, Ogeechee river site, Journal of Soil Mechanics, Foundations Engineering Division, Vol. 96, No. SM2, pp. 561-584.
|
19 |
Vesic, A. S.(1977), Design of pile foundations, National Cooperative Highway Research Program Synthesis of Practice No. 42, Transportation Research Board, Washington, D. C., pp. 32-48.
|
20 |
Woodward, R. J., Lundgren, R. and Boitano, J. D.(1961), Pile loading tests in stiff clays, 5th International Conference of Soil Mechanics and Foundation Engineerning, Paris, Vol. 2, pp. 177-184.
|