Zobrazeno 1 - 10
of 113
pro vyhledávání: '"Chang-Yu Ou"'
Autor:
Ari Surya Abdi, Chang-Yu Ou
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8db11627a785d3070490bceb2cfabbb0
https://doi.org/10.1061/jggefk.gteng-11022
https://doi.org/10.1061/jggefk.gteng-11022
Publikováno v:
Acta Geotechnica. 17:5557-5571
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4511ef991b08d7288b4f6bb0186a3b9f
https://doi.org/10.1007/s11440-022-01526-4
https://doi.org/10.1007/s11440-022-01526-4
Publikováno v:
Journal of GeoEngineering; Sep2023, Vol. 18 Issue 3, p103-116, 14p
Autor:
Legesse Abaddi Sengal, Chang-Yu Ou
Publikováno v:
Journal of the Chinese Institute of Engineers. 44:544-552
Electroosmotic chemical treatment is a technique for improving the strength of soft soil. This study examined the effects of injection duration, Ca2+ions concentration, and pH distribution on the s...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d99579e46e2088e7afe870c20bc8f43d
https://doi.org/10.1080/02533839.2021.1933599
https://doi.org/10.1080/02533839.2021.1933599
Autor:
Ari Surya Abdi, Chang-Yu Ou
Publikováno v:
International Journal of Geomechanics. 22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::66aa8414a400e6e80ccc477a7288b5cf
https://doi.org/10.1061/(asce)gm.1943-5622.0002385
https://doi.org/10.1061/(asce)gm.1943-5622.0002385
Publikováno v:
Canadian Geotechnical Journal. 57:742-753
This study calibrated the required factors of safety of five analysis methods for sand boiling using reliability theory. The factors of safety computed by the five analysis methods were compared with the results of a series of sand boiling model test
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2540d1c837ece1ff370be4dcd378ab6a
https://doi.org/10.1139/cgj-2018-0498
https://doi.org/10.1139/cgj-2018-0498
Publikováno v:
Bulletin of Engineering Geology and the Environment. 79:3869-3877
The objective of this study was to demonstrate that the clay strength can be improved significantly over the entire sample during electroosmosis simultaneously with the injection of 0.75 M CaCl2 solution for 72 h, then 1.5 M KOH solution for 48 h, th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f1da2a8f96eefbba662819069508fb9
https://doi.org/10.1007/s10064-020-01787-x
https://doi.org/10.1007/s10064-020-01787-x
Publikováno v:
Acta Geotechnica. 15:2341-2354
Followed the proposed ECT procedure that was the injection of 0.75 M CaCl2 solution for 72 h, then 1.5 M KOH solution for 48 h, then sodium silicate solution for 72 h and then deionized water for 168 h, the clay strength can be improved from anode to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc09ad08f6ee85109105400a257cfab3
https://doi.org/10.1007/s11440-020-00924-w
https://doi.org/10.1007/s11440-020-00924-w
Publikováno v:
Engineering Computations. 37:1993-2016
Purpose Deep excavation in soft clay often causes additional deformations to surroundings. Then, if deformations cannot be predicted reasonably, the adjacent buildings may be threatened by the deep excavation. Based on the good field observations fro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0397658eb95c6c305994a3bb037b0179
https://doi.org/10.1108/ec-06-2019-0256
https://doi.org/10.1108/ec-06-2019-0256
Autor:
Chang-Yu Ou, Tuan-Nghia Do
Publikováno v:
Acta Geotechnica. 15:1707-1722
This study investigates the stability of internally braced excavations in thick, saturated clay using a finite element method with reduced shear strength. The support system was fully modeled using elastoplastic structural elements, including struts,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f45659a0e9b1acdb1d7c0cf5a8fca53d
https://doi.org/10.1007/s11440-019-00886-8
https://doi.org/10.1007/s11440-019-00886-8