Zobrazeno 1 - 10
of 81
pro vyhledávání: '"Satoru Ohtsuka"'
Publikováno v:
Soils and Foundations, Vol 63, Iss 3, Pp 101325- (2023)
Most of the contemporary ultimate bearing capacity (UBC) formulas assume a linear yield function in shear stress-normal stress space. However, experimental investigations have corroborated the non-linearity in the failure envelopes of sandy soils. Th
Externí odkaz:
https://doaj.org/article/65f1f134d9184ba1bd27a69591bb805e
Publikováno v:
Soils and Foundations, Vol 61, Iss 4, Pp 1172-1188 (2021)
Due to Typhoon Hagibis (Typhoon No. 19) in October 2019, also known as the Reiwa 1 East Japan Typhoon, many parts of the Chikuma River’s levee in Nagano Prefecture were damaged. There were instances of levee collapse due to overtopping, and an elec
Externí odkaz:
https://doaj.org/article/77c71724cbec4b64b4f0c776ee55eba7
Publikováno v:
Soils and Foundations, Vol 62, Iss 4, Pp 101182- (2022)
An Incompletely End Supported Pile (IESP) is a pile in a soft soil layer underlain by a hard soil layer that does not reach the bottom hard layer in practice. This study estimates the end bearing capacity of IESP by using an inhouse Rigid Plastic FEM
Externí odkaz:
https://doaj.org/article/c6faf01231234e74ac9220da7b8e0ed6
Autor:
Takeshi Kodaka, Yutaka S. Sato, Satoru Ohtsuka, Toshio Sugii, Kenichi Maeda, Takahiro Yoshikawa
Publikováno v:
Soils and Foundations, Vol 61, Iss 4, Pp 1172-1188 (2021)
Due to Typhoon Hagibis (Typhoon No. 19) in October 2019, also known as the Reiwa 1 East Japan Typhoon, many parts of the Chikuma River’s levee in Nagano Prefecture were damaged. There were instances of levee collapse due to overtopping, and an elec
Autor:
N. Quang Pham, Satoru Ohtsuka
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811677342
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9dd7b75327225e8c09204aae22d016f
https://doi.org/10.1007/978-981-16-7735-9_37
https://doi.org/10.1007/978-981-16-7735-9_37
Publikováno v:
International Journal of GEOMATE; Feb2023, Vol. 24 Issue 102, p1-9, 9p
Publikováno v:
Soils and Foundations. 60(4):811-824
In geotechnical engineering, the stability of rigid footings under eccentrically inclined loads is an important issue. This is because the number of superstructures has increased and the situation of structures being subjected to eccentrically inclin
Publikováno v:
Journal of the Japan Society of Engineering Geology. 61:38-49
Publikováno v:
Soils and Foundations. 59:1980-1991
In geotechnical engineering, the stability of rigid footings under eccentric vertical loads is an important issue. This is because the number of superstructure buildings has increased and the situation of structures being subjected to eccentric verti
Publikováno v:
Computers and Geotechnics. 151:104956