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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Soils and Foundations - v. 49, n. 6 (Dezember 2009)

Erschienen:	Dezember 2009

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Zhang, L. M. / Chu, L. F.	Calibration of Methods for Designing Large-Diameter Bored Piles: Serviceability limit state	897-908
Zhang, L. M. / Chu, L. F.	Calibration of Methods For Designing Large-Diameter Bored Piles: Ultimate Limit State	883-895
Chatzigogos, C. T. / Pecker, A. / Salençon, J.	Displacement-Based Design of Shallow Foundations With Macroelement	853-869
Danno, Koichiro / Kimura, Makoto	Evaluation of Long-Term Displacements of Pile Foundation Using Coupled FEM and Centrifuge Model Test	941-958
Towhata, Ikuo / Yoshida, Ikumasa / Ishihara, Yukihiro / Suzuki, Shuichi / Sato, Masayuki / Ueda, Takayuki	On Design of Expressway Embankment in Seismically Active Area With Emphasis on Life Cycle Cost	871-882
Tani, Shigeru / Tsukuni, Shoichi / Shiomi, Tadahiko	Performance of a Fill dam Based on the Performance-Based Design Concept and Study of a Seismic Retrofitting Method	841-851
Sica, Stefania / Pagano, Luca	Performance-Based Analysis of Earth Dams: Procedures and Application to a Sample Case	921-939
Watabe, Yoichi / Tanaka, Masanori / Kikuchi, Yoshiaki	Practical Determination Method for Soil Parameters Adopted in the New Performance Based Design Code for Port Facilities in Japan	827-839
Nakamura, Misako / Kawano, Kenichi / Thai, Bachthuan / Uchimura, Taro / Sugo, Keiichi / Towhata, Ikuo	Preparation of Water-Saturated Bentonite Samples and their Use in Torsion Shear Tests	981-991
Tuchiya, Yukihiko / Kurakawa, Tetsushi / Matsunaga, Takeshi / Kudo, Takeshi	Research on the Long-Term Behaviour and Evaluation of Lining Concrete of the Seikan Tunnel	969-980
Pagano, Luca / Sica, Stefania / Coico, Pompeo	A Study to Evaluate the Seismic Response of Road Embankments	909-920
Mukunoki, T. / Kumano, N. / Otani, J. / Kuwano, R.	Visualization of Three Dimensional Failure in Sand Due to Water Inflow and Soil Drainage from Defective Underground Pipe Using X-ray CT	959-968

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