Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Xiao-ya Bian"'
Publikováno v:
KSCE Journal of Civil Engineering. 22:54-61
The aim of this paper is to present an approach for the assessment of the Serviceability Limit State (SLS) reliability of pile groups foundation combining the Ultimate Limit State (ULS) reliability method of pile groups. To this end, the linear relat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58f2bfc3371ef0efb2fa6c68a6afddc9
https://doi.org/10.1007/s12205-017-0246-1
https://doi.org/10.1007/s12205-017-0246-1
Publikováno v:
Acta Geotechnica. 12:921-936
The application of cement-stabilized marine clay at high water content (HW-CSC) as land reclamation fill has been receiving increasing attention and popularity. In current coastal development, HW-CSC land reclamation projects begin to advance toward
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::faf0095dac0f5175e749452883e57bf8
https://doi.org/10.1007/s11440-016-0511-3
https://doi.org/10.1007/s11440-016-0511-3
Publikováno v:
Journal of Central South University. 22:310-316
The objective is to develop an approach for the determination of the target reliability index for serviceability limit state (SLS) of single piles. This contributes to conducting the SLS reliability-based design (RBD) of piles. Based on a two-paramet
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c34acbc7419868536d1062618a3777b7
https://doi.org/10.1007/s11771-015-2523-9
https://doi.org/10.1007/s11771-015-2523-9
Publikováno v:
KSCE Journal of Civil Engineering. 19:904-910
This study develops a novel reliability-based approach for the analysis and design of piles by incorporating Serviceability Limit State (SLS) requirements into Load and Resistance Factor Design (LRFD) for Ultimate Limit States (ULS). Three methods fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bdb0b78f06ea877259fff62890f0dd6e
https://doi.org/10.1007/s12205-013-0455-1
https://doi.org/10.1007/s12205-013-0455-1
Publikováno v:
Journal of Central South University. 21:1148-1157
A systematic method was proposed to estimate the occurrence probability of defective piles (OPDP) from a site according to quality assurance inspection. The OPDP was firstly suggested as the criterion to weight the performance of a pile foundation. I
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3112f7b021141b57b7e20fabc5878886
https://doi.org/10.1007/s11771-014-2048-7
https://doi.org/10.1007/s11771-014-2048-7
Publikováno v:
Journal of Central South University. 20:1058-1063
Routine reliability index method, first order second moment (FOSM), may not ensure convergence of iteration when the performance function is strongly nonlinear. A modified method was proposed to calculate reliability index based on maximum entropy (M
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3fa8ed68288760c55fa66f7a9e653d2d
https://doi.org/10.1007/s11771-013-1584-x
https://doi.org/10.1007/s11771-013-1584-x
Publikováno v:
Advanced Materials Research. :5745-5750
Based on the sample range theory in Mathematical Statistics, the general standard variance of vertical capacity of single piles is evaluated according to the data from static load tests, and a method is presented to evaluate the reliability of vertic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4c0b5362a27d067f9ff00678e23578f
https://doi.org/10.4028/www.scientific.net/amr.243-249.5745
https://doi.org/10.4028/www.scientific.net/amr.243-249.5745