Macedo et al., 2022 - Google Patents
Harbor Bay Business Park liquefaction during Loma Prieta earthquake-A critical state perspectiveMacedo et al., 2022
View PDF- Document ID
- 1406203647269349975
- Author
- Macedo J
- Vergaray L
- Jensen C
- Cornejo R
- Jefferies M
- Publication year
- Publication venue
- Soil Dynamics and Earthquake Engineering
External Links
Snippet
Abstract Part of the Harbor Bay Business Park, Alameda in California, showed evidence of liquefaction during the 1989 Loma Prieta earthquake, but this was accompanied by only small settlements and no significant damage to two recently constructed office buildings …
- 239000002689 soil 0 abstract description 114
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/28—Processing seismic data, e.g. analysis, for interpretation, for correction
- G01V1/30—Analysis
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/40—Seismology; Seismic or acoustic prospecting or detecting specially adapted for well-logging
- G01V1/44—Seismology; Seismic or acoustic prospecting or detecting specially adapted for well-logging using generators and receivers in the same well
- G01V1/48—Processing data
- G01V1/50—Analysing data
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/40—Seismology; Seismic or acoustic prospecting or detecting specially adapted for well-logging
- G01V1/42—Seismology; Seismic or acoustic prospecting or detecting specially adapted for well-logging using generators in one well and receivers elsewhere or vice versa
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/008—Earthquake measurement or prediction
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V2210/00—Details of seismic processing or analysis
- G01V2210/60—Analysis
- G01V2210/62—Physical property of subsurface
- G01V2210/624—Reservoir parameters
- G01V2210/6248—Pore pressure
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V11/00—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS prospecting or detecting by methods combining techniques covered by two or more of main groups G01V1/00 - G01V9/00
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Holzer et al. | Liquefaction and soil failure during 1994 Northridge earthquake | |
Rahimi et al. | The combined use of MASW and resistivity surveys for levee assessment: A case study of the Melvin Price Reach of the Wood River Levee | |
Abidin et al. | Seismic refraction investigation on near surface landslides at the Kundasang area in Sabah, Malaysia | |
Trupti et al. | Site characterization studies along coastal Andhra Pradesh—India using multichannel analysis of surface waves | |
Macedo et al. | Harbor Bay Business Park liquefaction during Loma Prieta earthquake-A critical state perspective | |
Abdullah et al. | Liquefaction hazards mapping along Rеd Sеa coast, Jеddah city, Kingdom of Saudi Arabia | |
Foerster et al. | Nonlinear numerical method for earthquake site response analysis II—case studies | |
Agan | Determination of the deformation modulus of dispersible-intercalated-jointed cherts using the Menard pressuremeter test | |
Ismail et al. | High-resolution P-and S-wave seismic reflection followed by engineering modeling for geotechnical site characterization in southern Illinois | |
Giannakou et al. | Assessment of lateral spreading demands on the 1915 Ҫanakkale Bridge tower foundation | |
Özçelik | Foundation investigations and design in a karst terrain for the Antalya Aquarium complex, Turkey | |
Hunter et al. | Borehole shear wave velocity measurements of Champlain Sea sediments in the Ottawa-Montreal region | |
Brideau et al. | Geomechanical characterisation and dynamic numerical modelling of two anthropogenic fill slopes | |
Silahtar et al. | Assessment of the liquefaction potential of the Arifiye (Sakarya) region with multidisciplinary geoscience approaches in the GIS environment | |
Gay et al. | Investigations of andesitic volcanic debris terrains: Part 2—Geotechnical | |
Cristian et al. | Evaluation of Bucharest soil liquefaction potential | |
Roy et al. | A Comparative Study of the DPT and CPT in Evaluating Liquefaction Potential for Gravelly Soil at the Port of Wellington, New Zealand | |
Zisman et al. | If It’s Weight of Hammer Conditions, It Must Be a Sinkhole? | |
Scott et al. | Case study of ground improvement at an industrial estate containing uncontrolled fill | |
Salsabili et al. | Comparison of code-oriented site classification in the Saguenay region, Québec | |
Stevens et al. | Pile Driving in Heavily Overconsolidated Clays | |
Liao | Post processing of cone penetration data for assessing seismic ground hazards, with application to the New Madrid seismic zone | |
Soleimani Fard et al. | Influence of surcharge on cone penetration test results and the inspection of various approaches for capturing its effect: a case study | |
Jug et al. | Landslide investigation without the application of exploratory drilling | |
Yıldız et al. | Investigation of the earthquake-induced liquefaction and seismic amplifications after Pazarcık (Mw 7.7) and Elbistan (Mw 7.6) earthquakes |