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Volumn 33, Issue 5, 1996, Pages 747-759

Model studies of socketed caissons in soft rock

Author keywords

Axial deformation; Centrifuge modelling; Lateral deformation; Socketed caissons; Weak rock

Indexed keywords

BENTONITE; CEMENTS; COMPUTER SIMULATION; LOADS (FORCES); MATHEMATICAL MODELS; ROCKS; SAND; STIFFNESS;

EID: 0030266254     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-100-321     Document Type: Article
Times cited : (39)

References (34)
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    • Benmokrane, B.1    Mouchaorab, K.S.2    Ballivy, G.3
  • 3
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  • 8
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    • Department of Civil Engineering, University of New Brunswick, Fredericton, N.B.
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    • Ellis, M.A.1
  • 12
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    • Long-term settlement of model rock-socketed piers
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    • Horvath, R.G.1    Chae, K.-J.2
  • 14
    • 0020843846 scopus 로고
    • Methods of improving the performance of drilled piers in weak rock
    • Horvath, R.G., Kenney, T.C., and Kozicki, P. 1983. Methods of improving the performance of drilled piers in weak rock. Canadian Geotechnical Journal, 20: 758-772.
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  • 18
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    • Capacity of drilled piers
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  • 21
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  • 28
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  • 29
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  • 33
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.