Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Nezam Bozorgzadeh"'
Autor:
Nezam Bozorgzadeh, John P. Harrison
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 11, Iss 3, Pp 612-627 (2019)
Reliability-based design (RBD) is being adopted by geotechnical design codes worldwide, and it is therefore necessary that rock engineering practice evolves to embrace RBD. This paper examines the Hoek-Brown (HB) strength criterion within the RBD
Externí odkaz:
https://doaj.org/article/ca743a914b7541b0aefa6f527175bb97
Autor:
Yunsup Shin, Nezam Bozorgzadeh, Zhongqiang Liu, Farrokh Nadim, Jae Hyun Park, Moonkyung Chung
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. :1-13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb8384a80789105e7ed99c7b1e2ea018
https://doi.org/10.1080/17499518.2022.2149814
https://doi.org/10.1080/17499518.2022.2149814
Publikováno v:
Canadian Geotechnical Journal. 58:695-710
This paper demonstrates reliability-based design (RBD) and analysis for tensile strength (rupture) and pullout limit states for mechanically stabilized earth (MSE) walls constructed with steel grid reinforcement in combination with frictional soils.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c9afc07aa5112b9ce6991da170e8ae2
https://doi.org/10.1139/cgj-2019-0820
https://doi.org/10.1139/cgj-2019-0820
Autor:
Richard J. Bathurst, Nezam Bozorgzadeh
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 16:452-469
Geotechnical data used for reliability-based design (RBD) and load and resistance factor design (LRFD) calibration can be parsed into subgroups based on material type, location, test method, and so...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::887baa755204c95f3b04acf1391fb618
https://doi.org/10.1080/17499518.2020.1864411
https://doi.org/10.1080/17499518.2020.1864411
Publikováno v:
Rock Mechanics and Rock Engineering. 54:627-645
In civil and mining engineering, three-dimensional in situ stress states are commonly measured using overcoring (OC) techniques. With these techniques, stresses are usually estimated by classical least-squares regression analysis of measured OC data.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f5ac9938b3b6674db3e9364b41450c9
https://doi.org/10.1007/s00603-020-02295-w
https://doi.org/10.1007/s00603-020-02295-w
Autor:
Barry M. Lehane, Zhongqiang Liu, Eduardo J. Bittar, Farrokh Nadim, Suzanne Lacasse, Nezam Bozorgzadeh, Richard Jardine, Jean-Christophe Ballard, Pasquale Carotenuto, Kenneth Gavin, Robert B. Gilbert, Jens Bergan-Haavik, Philippe Jeanjean, Neil Morgan
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering, 148(9)
There are clear advantages in the establishment of reliable, direct cone penetration test (CPT) based methods for assessment of the axial capacity of driven piles. These advantages motivated the formation of a joint industry project (JIP) under the m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::815149f25bf66c899548f232f68b9d9e
http://resolver.tudelft.nl/uuid:99a09077-15d4-4ee9-96d7-ca8379bb8509
http://resolver.tudelft.nl/uuid:99a09077-15d4-4ee9-96d7-ca8379bb8509
Autor:
Mats Kahlström, Nezam Bozorgzadeh
Publikováno v:
8th International Symposium for Geotechnical Safety & Risk (ISGSR 2022).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad1560ff64c2d711eb86174cafbef10f
https://doi.org/10.3850/978-981-18-5182-7_00-07-004.xml
https://doi.org/10.3850/978-981-18-5182-7_00-07-004.xml
Publikováno v:
Probabilistic Engineering Mechanics
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cee6ad89aa5dc239644e41ae32f4fb5a
https://doi.org/10.1016/j.probengmech.2022.103379
https://doi.org/10.1016/j.probengmech.2022.103379
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
The paper demonstrates load and resistance factor design (LRFD) calibration for tensile strength and pullout strength limit states for steel strip mechanically stabilized earth (MSE) walls ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35d3e3985783c2de06ab6c20bddceb2c
https://doi.org/10.1061/(asce)gt.1943-5606.0002678
https://doi.org/10.1061/(asce)gt.1943-5606.0002678
Autor:
Nezam Bozorgzadeh, Richard J. Bathurst
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 15:1-11
A shortcoming of the typical use of the frequentist probabilistic approach in reliability analysis of limit state equations that appear in the geotechnical literature is that estimates of the uncertainty in reliability index (probability of failure)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a274fe7fe7e3baa38b2ff0ba6f982f4b
https://doi.org/10.1080/17499518.2019.1666999
https://doi.org/10.1080/17499518.2019.1666999