Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Yit-Jin Chen"'
Publikováno v:
Soils and Foundations, Vol 64, Iss 3, Pp 101477- (2024)
This study focuses on evaluating the side and tip resistances for barrette piles under compression loading. An extensive dataset from field load tests, designated as CYCU/Barrette/Side&Tip/64, was utilized for analysis. These data were categorized in
Externí odkaz:
https://doaj.org/article/6b1210d2d28745419a41ccd825bd3585
Publikováno v:
Soils and Foundations, Vol 63, Iss 4, Pp 101337- (2023)
Drilled shaft axial capacities and their uncertainties were evaluated in this paper. A large load test database of drilled shafts labeled as CYCU/DrilledShaft/143 was compiled for this evaluation. All load tests were performed in the field under drai
Externí odkaz:
https://doaj.org/article/ea0cbc01ee99494d9c4d18eeb5a34dfb
Publikováno v:
ASCE-ASME Journal of Risk & Uncertainty in Engineering Systems, Part A: Civil Engineering; Mar2024, Vol. 10 Issue 1, p1-25, 25p
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-17
Representative compression interpretation criteria were analysed to assess their relative merits and interrelationships when applied to drilled shafts socketed into rocks. Results of load tests around the world were gathered and collated into a datab
Publikováno v:
Canadian Geotechnical Journal.
This study compiled a database called CYCU/RockTip/51 consisting of 51 rock socketed drilled shafts installed at different sites worldwide covering a wide variety of rock properties and shaft geometries. The tip resistances from seven representative
Publikováno v:
Soils and Foundations. 61:1354-1369
This paper evaluates the effects of tip post-grouting on various capacity interpretation criteria for drilled shafts under compression loading. A wide array of load test data for drilled shafts constructed using three post-grouting methods, including
Publikováno v:
Science progress. 105(3_suppl)
This study aimed to evaluate and improve the p– y curve method for use in the lateral analysis of flexible circular drilled shafts in cohesionless soils. Onsite circular drilled shaft lateral load test data from all over the world were collected, a
Publikováno v:
Advances in Technology Innovation (2020)
This study evaluates the analysis models of side resistance in rock sections by utilizing a wide variety of load test data. Available analytical models including the empirical adhesion factor versus the rock’s uniaxial compressive strength and its
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811671593
Interrelationships of seven representative end-bearing resistance prediction models normalized by an interpreted end bearing resistance were compared. A database containing the results of field load tests of drilled shafts socketed into soft rocks wa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aaa301e4e16f9193b6a20dbfb54680f8
https://doi.org/10.1007/978-981-16-7160-9_10
https://doi.org/10.1007/978-981-16-7160-9_10
Publikováno v:
THE 3RD INTERNATIONAL CONFERENCE ON CIVIL, MATERIALS, AND ENVIRONMENTAL ENGINEERING (ICCME 2021) (INTERNATIONAL WEBINAR) 4TH-5TH APRIL 2021.
This paper evaluates various interpretation criteria for barrette piles under drained loading conditions. Load test results were gathered and employed for the analysis in order to determine the utilization and application of these interpretation crit