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THE SOURCE AND TYPE OF ERRORS IN RELATIVE DENSITY ARE ASSESSED.BASED ON REPORTED VALUES OF MAXIMUM,MINIMUM,AND IN SITU DENSITY ERRORS,EXPECTED ERRORS IN RELATIVE DENSITY ARE DETERMINED.THESE VALUES MAY BE USED AS A BASIS FOR SETTING CONFIDENCE LIMITS
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e402335dabcd1a5e233e821683306eed
https://doi.org/10.1520/stp37891s
https://doi.org/10.1520/stp37891s
A COOPERATIVE TESTING PROGRAM WAS CONDUCTED,UNDER THE SPONSORSHIP OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM), BY 41 SOIL LABORATORIES IN THE UNITED STATES AND CANADA TO DETERMINE VARIATIONS ASSOCIATED WITH GRADATION TESTS, MINIMUM AND M
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1162b77fe546346c860b0c8bf4f894f0
https://doi.org/10.1520/stp37862s
https://doi.org/10.1520/stp37862s
Publikováno v:
Geotechnical Testing Journal. 12:77
The prediction of pore-water pressure buildup in sands caused by undrained cyclic loading is one of the key items in evaluating the potential for liquefaction of sandy sites during earthquakes. Presented herein are data indicating that, in strain-con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a201db55c6eccd66960421eba758531
https://doi.org/10.1520/gtj10677j
https://doi.org/10.1520/gtj10677j
Publikováno v:
Geotechnical Testing Journal. 1:16
A specimen preparation procedure is presented that offers an improved method of preparing reconstituted sand specimens for cyclic triaxial testing. The method leads to more consistent and repeatable test results. This procedure (1) minimizes particle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ebcd4b07e0e81adf7576a57f7b2a8844
https://doi.org/10.1520/gtj10364j
https://doi.org/10.1520/gtj10364j