[go: up one dir, main page]

Kirkgard et al., 1991 - Google Patents

Anisotropy of normally consolidated San Francisco Bay mud

Kirkgard et al., 1991

View PDF
Document ID
8610698596080167237
Author
Kirkgard M
Lade P
Publication year
Publication venue
Geotechnical testing journal

External Links

Snippet

Consolidated-undrained tests were performed on intact specimens of San Francisco Bay mud to study the anisotropic behavior of a normally consolidated clay. Large cylindrical block samples were obtained from an excavation in reclaimed tidelands south of the San …
Continue reading at www.researchgate.net (PDF) (other versions)

Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00—Investigating or analysing materials by specific methods not covered by the preceding groups
    • G01N33/24—Investigating or analysing materials by specific methods not covered by the preceding groups earth materials
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00—Investigating or analysing materials by specific methods not covered by the preceding groups
    • G01N33/38—Investigating or analysing materials by specific methods not covered by the preceding groups concrete; ceramics; glass; bricks
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume, or surface-area of porous materials
    • G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082—Investigating permeability by forcing a fluid through a sample
    • G01N15/0826—Investigating permeability by forcing a fluid through a sample and measuring fluid flow rate, i.e. permeation rate or pressure change
    • 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
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume, or surface-area of porous materials
    • G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/088—Investigating volume, surface area, size or distribution of pores; Porosimetry
    • G01N15/0886—Mercury porosimetry
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
    • G01V1/00—Seismology; Seismic or acoustic prospecting or detecting

Similar Documents

Publication Publication Date Title
Kirkgard et al. Anisotropy of normally consolidated San Francisco Bay mud
Skempton The consolidation of clays by gravitational compaction
Mayne In-situ test calibrations for evaluating soil parameters
Quinteros et al. Øysand research site: Geotechnical characterisation of deltaic sandy-silty soils
Ekanem Estimation of aquifer geohydrodynamic properties using the Inverse Slope method
Silva Marine geomechanics: overview and projections
Bery et al. Clayey sand soil's behaviour analysis and imaging subsurface structure via engineering characterizations and integrated geophysicals tomography modeling methods
Nutt et al. Development of the cone pressuremeter
Nader Engineering characteristics of sensitive marine clays-examples of clays in Eastern Canada
McKown¹ et al. Compressibility of Pierre Shale
Ezenwaka et al. Geotechnical investigation for design and construction of civil infrastructures in parts of port Harcourt City of Rivers State, Southern Nigeria
Döll et al. Lab and field measurements of the hydraulic conductivity of clayey silts
Marsters et al. Hydraulic conductivity of diatomaceous sediment from the Peru continental margin obtained during ODP Leg 112
Wright et al. Measurement of 3‐D hydraulic conductivity in aquifer cores at in situ effective stresses
Al-Awsi et al. Geophysical and geotechnical evaluation of Tanjero sandstone layers at Dokan area using ultrasonic wave method
Alshawmar Evaluation of compressibility, anisotropy and at-rest lateral earth pressure in Champlain Sea clays
Tanaka Geotechnical properties of Hachirogata clay
Dipova Geotechnical characterization and facies change detection of the Bogacay coastal plain (Antalya, Turkey) soils
Sopacı Geotechnical characterization and rock mass classification of the Antalya karstic rock masses
Al-Rubaiee et al. Undrained shear strength of selected soils in hilla city using torvane device
Simonsen et al. Permeability of a stiff fissured very high plasticity palaeogene clay-direct and indirect measurement methods and scale effects
Hamoudi et al. Correlation of the Texas Highway Department cone penetrometer test with unconsolidated-undrained shear strength of cohesive soils
Bednarczyk Landslide investigations by static sounding with pore pressure measurements (CPTU), ground penetration radar techniques (GPR) and other chosen methods
Lade et al. Cyclic triaxial tests of the Bootlegger Cove formation, Anchorage, Alaska
Al-Qaysi et al. Determination of the Porosity of Granular Soils Using Electrical Resistivity Measurements