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Volumn 127, Issue 8, 2001, Pages 642-657

Side resistance of large diameter bored piles socketed into decomposed rocks

Author keywords

[No Author keywords available]

Indexed keywords

SLIDE RESISTANCE;

EID: 0035423599     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:8(642)     Document Type: Article
Times cited : (95)

References (49)
  • 3
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    • Foundation design of caisson on granitic and volcanic rocks
    • Geotechnical Engineering Office (GEO). Civil Engineering Department, Hong Kong
    • (1991) GEO Rep. No. 8
  • 10
    • 0343410670 scopus 로고    scopus 로고
    • Pile design and construction
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    • (1996) GEO Publ. 1/96
  • 11
    • 33745834470 scopus 로고
    • Field load test data on concrete-to-rock bond strength for drilled pier foundations
    • Dept. of Civ. Engrg., University of Toronto, Toronto
    • (1978) Publ. 78/07
    • Horvath, R.G.1
  • 17
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    • Suggested method for determining point load strength
    • International Society for Rock Mechanics (ISRM)
    • (1985) Int. J. Rock Mech. and Mining Sci , vol.22 , pp. 51-60
  • 33
    • 0008446229 scopus 로고
    • Drilled shafts: Construction procedures and design methods
    • Federal Highway Administration, Washington, D.C.; Publ. No. ADSC-TL-4, International Association of Foundation Drilling
    • (1988) Publ. No. FHWA-HI-88-042
    • Reese, L.C.1    O'Neill, M.W.2
  • 41
    • 84889106240 scopus 로고
    • Friction and end bearing tests on bedrock for high capacity socket design: Discussion
    • Ottawa
    • (1977) Can. Geotech. J , vol.14 , pp. 156-158
    • Vogan, R.W.1
  • 43
  • 48
    • 0016926078 scopus 로고
    • Tests of bored and driven piles in cretaceous mudstone at Port Elizabeth, South Africa
    • London
    • (1976) Géotechnique , vol.26 , pp. 5-12
    • Wilson, L.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.