Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 C.19 Reliability analysis of geosynthetics reinforced soil wall.pdf S. Shigehisa & K Kogure, Y. Miyata Access
Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 C.20 Experimental research of reinforced soil wall for rock-fall protection.pdf M. Fuchigami, S. Inoue, T. Kubo & K. Arai, T. Nomura, Y. Obata, Y. Yokota Access
Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 B.04 Use of inclined test to assess stress mobilization of liner on slope.pdf 1.P. Gourc, L Brianfon & H. Girard, N. Feki, P. Villard, R.R. Ramirez Access
Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 B.05 Performance of geotextile reinforced slopes subjected to seepage flow.pdf A. Hiro-oka, H. Nagase, K Shimizu & H. Fujiwara, M. Kobayashi Access
Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 B.06 Drainage effect of geosynthetics in high and very wet embankment.pdf A. Morikage, M. Inagaki, S. Ito, Y. Kumagai & K. Kawamura, Y. Yokata Access
Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 B.07 A full-scale field trial of electrokinetic ally enhanced cohesive reinforced soil using electrically conductive geosynthetics.pdf C.J.F.P. lones & R.C. Pugh Access
Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 B.08 High embankment of clay reinforced by GHD and its utilities.pdf A. Matsumoto, K. Iwata, M. Fukuda, M. Kamon, S. Suwa, S. Yanagihara, T. Akai, T. Simonodan, Y. Nambu Access
Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 B.09 Tension in geosynthetic liner based on hyperbolic interface response.pdf 1. Kodikara & M Bouazza, K. V.S. Krishna Prasad, M.R. Madhav Access
Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 B.10 Trial construction of arching structure by using large-sized soil bags.pdf L. Sihong & H. Matsuoka, S. Itou, T. Kubo, Y. Yokata Access
Other - Landmarks in Earth Reinforcement 2001 Kyushu Japan - Vol 1 B.11 Study on the critical height of fiber-reinforced slope by centrifuge test.pdf G.X. Li, y.x. lie & G.2. lie Access
