Zobrazeno 1 - 6
of 6
pro vyhledávání: '"P. J. Pise"'
Autor:
B. K. Dash, P. J. Pise
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 129:987-992
Thirty six tests on model tubular steel piles embedded in sand were carried out in the laboratory to assess the effects of compressive load on uplift capacity of piles considering various parameters. The model piles were of 25 mm outside diameter and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49c3fe221a82ce361d6d1a763164c1e8
https://doi.org/10.1061/(asce)1090-0241(2003)129:11(987)
https://doi.org/10.1061/(asce)1090-0241(2003)129:11(987)
Autor:
P. J. Pise, B. C. Chattopadhyay
Publikováno v:
Journal of Geotechnical Engineering. 112:888-904
An analytical method has been proposed to predict the ultimate uplift capacity of piles embedded in sand. The method takes into consideration the length, diameter, and surface characteristics of piles and the soil properties. Typical charts for evalu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3b5111cece99cf9d71bc594bccd4289
https://doi.org/10.1061/(asce)0733-9410(1986)112:9(888)
https://doi.org/10.1061/(asce)0733-9410(1986)112:9(888)
Autor:
P J Pise
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 97:811-813
THE AUTHORS HAVE REPORTED FULL-SCALE FIELD TESTS ON BATTER AND VERTICAL PILES OF DIFFERENT MATERIALS AND HAVE PRESENTED THE METHOD OF EVALUATING THE COEFFICIENT OF HORIZONTAL SUBGRADE REACTION. THE WRITER HAS RESERVATIONS ABOUT THE GOOD AGREEMENT BET
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6133a3140654eb2d71d1006dbe35d3f4
https://doi.org/10.1061/jsfeaq.0001607
https://doi.org/10.1061/jsfeaq.0001607
Autor:
P. J. Pise, B. Chattopadhyay
Publikováno v:
Journal of Geotechnical Engineering. 113:177-178
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04e51c906794e163b0104e03b90f763c
https://doi.org/10.1061/(asce)0733-9410(1987)113:2(177)
https://doi.org/10.1061/(asce)0733-9410(1987)113:2(177)
Autor:
P. J. Pise
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 97:810-811
THE AUTHORS ARE TO BE COMMENDED FOR: (1) PERFORMING FULL SCALE FIELD MEASUREMENTS OF STRAINS AND LOADS FOR DIFFERENT TYPES OF PILES (2) PRESENTING THEM TO THE PROFESSION IN PUBLISHED FORM; AND (3) GIVING A CLEAR IDEA OF THE SOIL CONDITIONS EXISTING A
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9051c2cf7caf477160352003757d52f
https://doi.org/10.1061/jsfeaq.0001606
https://doi.org/10.1061/jsfeaq.0001606
Autor:
P J Pise
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 97:813-814
THE AUTHORS ARE TO BE COMMENDED FOR PRESENTING THE HRENNIKOFF-TYPE ANALYSIS FOR LATERALLY LOADED PILES. THE WRITER WOULD LIKE TO MENTION AN IMPORTANT ARTICLE RELATED TO THE SUBJECT MATTER. VESIC HAS PRESENTED A METHOD OF ANALYSIS FOR PILE FOUNDATIONS
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9bd3ec3d6f1fbc0d73ca7222999f5ee0
https://doi.org/10.1061/jsfeaq.0001608
https://doi.org/10.1061/jsfeaq.0001608