Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A new concept of seismic design of geosynthetic-reinforced soil structures: Permanent-displacement limit
A new concept of seismic design of geosynthetic-reinforced soil structures: Permanent-displacement limit
A new concept of seismic design of geosynthetic-reinforced soil structures: Permanent-displacement limit
Ling, H. I. (Autor:in) / Leshchinsky, D. (Autor:in) / Perry, E. B. (Autor:in) / Ochiai, H. / Yasufuku, N. / Omine, K.
International symposium, Earth reinforcement ; 1996 ; Fukuoka; Japan
Earth reinforcement ; 797-802
01.01.1996
6 pages
Described as proceedings. Vol 1 recd of a 2 vol set. Also known as IS Kyushu '96; S/M 97/11804 allocated to vol 2
Aufsatz (Konferenz)
Englisch
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Seismic-induced permanent displacement of geosynthetic-reinforced segmental retaining walls
| Online Contents | 1996
Seismic-induced permanent displacement of geosynthetic-reinforced segmental retaining walls
| British Library Online Contents | 1996
Limit State Design of Geosynthetic Reinforced Soil Structures
| British Library Conference Proceedings | 1998
Seismic design and performance of geosynthetic-reinforced soil structures
| Online Contents | 1997
Seismic design and performance of geosynthetic-reinforced soil structures
| British Library Online Contents | 1997