Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Yong-Hong Miao"'
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
This paper presents an experimental investigation on the dynamic characteristics of soft soils that are treated by vibration-drainage method (VDM). The representative dynamic axial strain at a given number of cycles was obtained. The VDM-treated soft
Externí odkaz:
https://doaj.org/article/5090662eedb846e9a64441fcfb9ee2f3
Publikováno v:
Marine Georesources & Geotechnology. :1-13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b067b7ae90412bce3ab51e785527755d
https://doi.org/10.1080/1064119x.2022.2129530
https://doi.org/10.1080/1064119x.2022.2129530
Publikováno v:
Journal of Engineering Research and Reports. :33-46
Aiming at the stability of storage facilities built in soft soil areas, this paper analyzes the influence of cyclic loading on consolidation during used stage. Firstly, the nonlinear compressibility and permeability of soil are introduced, the well r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e4ac80ed1910b09ed7289e2fb2a692f
https://doi.org/10.9734/jerr/2022/v23i117589
https://doi.org/10.9734/jerr/2022/v23i117589
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9109ad79d60fb9b70ec28bb8fef4b58
https://doi.org/10.1007/s12517-022-10986-7
https://doi.org/10.1007/s12517-022-10986-7
Publikováno v:
KSCE Journal of Civil Engineering. 24:443-450
This study presents an experimental investigation on the effects of cyclic loading waveform and cyclic stress ratio (CSR) on dynamic behaviors through laboratory tests on a source of soft clay under cyclic loading in drained condition. Test results s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49a31e72afdf477142266a8bcc980acb
https://doi.org/10.1007/s12205-020-1539-3
https://doi.org/10.1007/s12205-020-1539-3
Publikováno v:
KSCE Journal of Civil Engineering. 23:4288-4296
This paper presents the experimental investigation into the effect of salinity on the strength behavior of cement-stabilized dredged clays as fills at high initial water contents. One source of dredged clay was dredged from Baima Lake of China. Speci
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::accf7ddbf15ac47ed06bada51fbb93ac
https://doi.org/10.1007/s12205-019-0695-9
https://doi.org/10.1007/s12205-019-0695-9
Publikováno v:
KSCE Journal of Civil Engineering. 23:3864-3874
This paper presents an improved method for predicting the bearing capacity of single jacked pile based on piezocone penetration test (CPTu) data which contain tip resistance (qt), side friction (fs) and excess dynamic pore water pressure (u2). Firstl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c37531db3b84f13da8f1ee92d960e1f
https://doi.org/10.1007/s12205-019-2053-3
https://doi.org/10.1007/s12205-019-2053-3
Publikováno v:
Arabian Journal of Geosciences. 14
This paper presents an improved method to identify the soil strata using the interval type-2 fuzzy C-means (IT2FCM) clustering algorithm representing the uncertainty in CPTu data. Representative parameters (i.e., cone resistance qt and pore pressure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98f9498a1a4244606e9f2bae9cc2a59e
https://doi.org/10.1007/s12517-021-07555-9
https://doi.org/10.1007/s12517-021-07555-9
Publikováno v:
Arabian Journal of Geosciences. 14
Soils subjected to the loading or unloading in geotechnical engineering applications like foundation excavation, embankment, and tunnel construction will reconsolidate under different stress paths. This paper presents an experimental investigation on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c0bcbe88d324a348c8663e0f5ba70096
https://doi.org/10.1007/s12517-020-06424-1
https://doi.org/10.1007/s12517-020-06424-1
Publikováno v:
Journal of Materials in Civil Engineering. 32
The rheological behavior of dredged clays at various pore water salinities treated with portland cement was investigated for beneficial use in structural fill applications. The focus was on...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f07d7fb43855ffa52495f267aedc89ab
https://doi.org/10.1061/(asce)mt.1943-5533.0003376
https://doi.org/10.1061/(asce)mt.1943-5533.0003376