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Volumn 129, Issue 4, 2003, Pages 383-386

Pile response adjacent to braced excavation

Author keywords

Diaphragm walls; Excavation; Lateral loads; Piles

Indexed keywords

BENDING MOMENTS; DEFLECTION (STRUCTURES); FAILURE ANALYSIS; FINITE ELEMENT METHOD; PILE FOUNDATIONS; SOIL MECHANICS;

EID: 0038018492     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:4(383)     Document Type: Article
Times cited : (107)

References (9)
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    • (1991) J. Geotech. Eng. , vol.117 , Issue.6 , pp. 934-955
    • Finno, R.J.1    Lawrence, S.A.2    Allawh, N.F.3    Harahap, I.S.4
  • 3
    • 0031237681 scopus 로고    scopus 로고
    • Analysis of piles subjected to embankment induced lateral soil movements
    • Goh, A. T. C., Teh, C. I., and Wong, K. S. (1997). "Analysis of piles subjected to embankment induced lateral soil movements." J. Geotech. Geoenviron. Eng., 123(9). 792-801.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.9 , pp. 792-801
    • Goh, A.T.C.1    Teh, C.I.2    Wong, K.S.3
  • 5
    • 0034326847 scopus 로고    scopus 로고
    • Behavior of pile subject to excavation-induced soil movement
    • Leung, C. F., Chow, Y. K., and Shen, R. F. (2000). "Behavior of pile subject to excavation-induced soil movement." J. Geotech. Geoenviron. Eng., 126(11), 947-954.
    • (2000) J. Geotech. Geoenviron. Eng. , vol.126 , Issue.11 , pp. 947-954
    • Leung, C.F.1    Chow, Y.K.2    Shen, R.F.3
  • 6
    • 0000123483 scopus 로고
    • Deep excavations and tunneling in soft ground
    • State-of-the-Art Volume, Mexico City. International Society of Soil Mechanics and Foundation Engineering
    • Peck, R. B. (1969). "Deep excavations and tunneling in soft ground." Proc., 7th Int. Conf. on Soil Mechanics and Foundation Engineering. State-of-the-Art Volume, Mexico City. International Society of Soil Mechanics and Foundation Engineering, 225-290.
    • (1969) Proc., 7th Int. Conf. on Soil Mechanics and Foundation Engineering , pp. 225-290
    • Peck, R.B.1
  • 7
    • 0031079903 scopus 로고    scopus 로고
    • Pile response due to excavation-induced soil movement
    • Poulos, H. G., and Chen, L. F. (1997). "Pile response due to excavation- induced soil movement." J. Geotech. Geoenviron. Eng., 123(2). 94-99.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.2 , pp. 94-99
    • Poulos, H.G.1    Chen, L.F.2
  • 8
    • 0027678658 scopus 로고
    • Characteristics of ground surface settlement during excavation
    • Ou, C. Y., Hsieh, P. G., and Chiou, D. C. (1993). "Characteristics of ground surface settlement during excavation." Can. Geotech. J., 30(5), 758-767.
    • (1993) Can. Geotech. J. , vol.30 , Issue.5 , pp. 758-767
    • Ou, C.Y.1    Hsieh, P.G.2    Chiou, D.C.3
  • 9
    • 0038292882 scopus 로고
    • BCPILE - A computer program for the analysis of lateral pile behavior
    • School of Civil and Structural Engineering, Nanyang Technological Univ., Singapore
    • Teh, C. I. (1995). "BCPILE-A computer program for the analysis of lateral pile behavior." Geotechnical Research Rep. No. GT/95/05, School of Civil and Structural Engineering, Nanyang Technological Univ., Singapore.
    • (1995) Geotechnical Research Rep. No. GT/95/05
    • Teh, C.I.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.