1. Preventing tunnel flotation due to liquefaction;Schmidt;Proceedings of the 2nd International Conference Earthquake Geotechnical Engineering,,1999
2. Uplift behaviour of underground structures caused by liquefaction of surrounding soil during earthquake;Koseki;Soils and Foundations,,1997
3. Yasuda S, Nagase H, Itafuji S, Sawada H, Mine K. Shaking table tests on floatation of buried pipes due to liquefaction of backfill sands, Proceedings of the 5th US–Japan Workshop Earthquake Resistance Design of Lifeline Facilities and Countermeasures against Soil Liquefaction, Utah, 1995.
4. Ichii K, Seto N, Kidera H. Characteristics of uplifting velocity of a buried pipe in liquefied ground, Proceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV, Sacramento, 2008, ASCE.
5. Stringer ME, Madabhushi SPG. Modelling of liquefaction around tunnels, Proceedings of the 4th International Conference on Earthquake Geotechnical Engineering, Thessaloniki, 2007, Paper ID: 1257.