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Pham, Quang N., Ohtsuka, Satoru, Isobe, Koichi, Fukumoto, Yutaka, Hoshina, Takashi (2019) Ultimate bearing capacity of rigid footing under eccentric vertical load. Soils and Foundations, 59 (6). 1980-1991 doi:10.1016/j.sandf.2019.09.004

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Reference TypeJournal (article/letter/editorial)
TitleUltimate bearing capacity of rigid footing under eccentric vertical load
JournalSoils and Foundations
AuthorsPham, Quang N.Author
Ohtsuka, SatoruAuthor
Isobe, KoichiAuthor
Fukumoto, YutakaAuthor
Hoshina, TakashiAuthor
Year2019 (December)Volume59
Issue6
PublisherElsevier BV
DOIdoi:10.1016/j.sandf.2019.09.004Search in ResearchGate
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Mindat Ref. ID10732037Long-form Identifiermindat:1:5:10732037:1
GUID0
Full ReferencePham, Quang N., Ohtsuka, Satoru, Isobe, Koichi, Fukumoto, Yutaka, Hoshina, Takashi (2019) Ultimate bearing capacity of rigid footing under eccentric vertical load. Soils and Foundations, 59 (6). 1980-1991 doi:10.1016/j.sandf.2019.09.004
Plain TextPham, Quang N., Ohtsuka, Satoru, Isobe, Koichi, Fukumoto, Yutaka, Hoshina, Takashi (2019) Ultimate bearing capacity of rigid footing under eccentric vertical load. Soils and Foundations, 59 (6). 1980-1991 doi:10.1016/j.sandf.2019.09.004
In(2019, December) Soils and Foundations Vol. 59 (6) Elsevier BV

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Pham, Quang N., Ohtsuka, Satoru, Isobe, Koichi, Fukumoto, Yutaka (2019) Group effect on ultimate lateral resistance of piles against uniform ground movement. Soils and Foundations, 59 (1). 27-40 doi:10.1016/j.sandf.2018.08.013
Pham, Quang N., Ohtsuka, Satoru, Isobe, Koichi, Fukumoto, Yutaka (2022) Limit load space of rigid strip footing on cohesive-frictional soil subjected to eccentrically inclined loads. Computers and Geotechnics, 151. 104956 doi:10.1016/j.compgeo.2022.104956
Pham, Quang N., Ohtsuka, Satoru, Isobe, Koichi, Pham, Vinh N., Hoang, Hoa P. (2023) Limit load space of rigid strip footing on sand slope subjected to combined eccentric and inclined loading. Computers and Geotechnics, 162. 105652 doi:10.1016/j.compgeo.2023.105652
Nguyen, Du L., Ohtsuka, S., Hoshina, T., Isobe, K. (2016) Discussion on size effect of footing in ultimate bearing capacity of sandy soil using rigid plastic finite element method. Soils and Foundations, 56 (1). 93-103 doi:10.1016/j.sandf.2016.01.007
Pham, Quang N., Ohtsuka, Satoru (2021) Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand–Clay. International Journal of Geomechanics, 21 (7) doi:10.1061/(asce)gm.1943-5622.0002095
Pham, Ngoc Quang, Ohtsuka, Satoru, Isobe, Koichi, Hoang, Phuong Hoa (2023) Ultimate bearing capacity of rigid strip footings on c-Ï• soil subjected to combined eccentric and inclined loading. IOP Conference Series: Materials Science and Engineering, 1289 (1) 12088 doi:10.1088/1757-899x/1289/1/012088
Isobe, Koichi, Kimura, Makoto, Ohtsuka, Satoru (2014) Design approach to a method for reinforcing existing caisson foundations using steel pipe sheet piles. Soils and Foundations, 54 (2). 141-154 doi:10.1016/j.sandf.2014.02.006
Peng, Ming-xiang, Peng, Hong-xi (2019) The ultimate bearing capacity of shallow strip footings using slip-line method. Soils and Foundations, 59 (3). 601-616 doi:10.1016/j.sandf.2019.01.008
Kasama, Kiyonobu, Whittle, Andrew J., Kitazume, Masaki (2019) Effect of spatial variability of block-type cement-treated ground on the bearing capacity of foundation under inclined load. Soils and Foundations, 59 (6). 2125-2143 doi:10.1016/j.sandf.2019.11.007
Isobe, Koichi, Ohtsuka, Satoru, Nunokawa, Hirokazu (2014) Field investigation and model tests on differential settlement of houses due to liquefaction in the Niigata-ken Chuetsu-Oki earthquake of 2007. Soils and Foundations, 54 (4). 675-686 doi:10.1016/j.sandf.2014.06.022
(1980) Ultimate bearing capacity of foundations on layered soils under inclined load. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 17 (3). 53pp. doi:10.1016/0148-9062(80)91572-7
 
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