Wharf embankment and strengthening program at the Port of Oakland

Soil Dynamics and Earthquake Engineering

Volumn 22, Issue 9-12, 2002, Pages 1125-1130

  Lobedan, Frank R ^a   LaBasco, Thomas ^a   Ogunfunmi, Kenny ^a  

^a Port of Oakland   (United States)

Author keywords

Mean lower low water; Waterfront components; Wharf and embankment strengthening program

Indexed keywords

DREDGING; EMBANKMENTS; SEISMOLOGY;

WHARF STRUCTURES;

EARTHQUAKES;

EARTHQUAKE ENGINEERING; EMBANKMENT; HARBOR; REINFORCEMENT; SEISMIC DESIGN; SEISMIC RETROFIT;

UNITED STATES;

EID: 0036817364     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00138-0     Document Type: Article

References (6)

1. URS Greiner Woodward Clyde. Port of Oakland Wharf and Embankment Strengthening Program Berths 60-63 Geotechnical Report of Ground Motions. Technical report; 26 June 2000.
2. Harding Lawson Associates. Ground Motion Report, Berths 26-30, 35-37, 67-68 ext., Wharf and Embankment Strengthening Program. Technical report; 24 April 2000.
3. CH2MHill and B.C. Gerwick, Inc. Wharf and Embankment Seismic Risk Evaluation Report, Berths 23, 24 and 25. Technical report; May 2000.
4. TranSystems Corporation and Han-Padron Associates. Seismic Risk Evaluation Report, WESP Phase I (Berths 35-37). Technical report; 1 May 2000.
5. F.E. Jordan Associates, B.C. Gerwick, Inc. Phase I Seismic Evaluation Report, Berths 26, 30, 67-68 ext. Technical report; 1 May 2000.
6. Brinkerhoff P, et al. Seismic Risk Evaluation Report, Port of Oakland Wharf and Embankment Strengthening Program, Berths 60-63. Technical report; 25 May 2000.