Kenji Maruyama
- External Stability of Group Column Type Deep Mixing Improved Ground Under Embankment Loading. In: Soils and Foundations, v. 46, n. 3 (June 2006). (2006):
- Internal Stability of Group Column Type Deep Mixing Improved Ground Under Embankment Loading. In: Soils and Foundations, v. 47, n. 3 (June 2007). (2007):
- Stability of caisson-type breakwater foundation under tsunami-induced seepage. In: Soils and Foundations, v. 54, n. 4 (August 2014). (2014):