Masaki Kitazume
- (1994): Analysis And Experimental Study On Fabri-packed Sand-drains' Stability In Tokyo International Airport Extension Project. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 486 (mars 1994).
- (1993): Centrifuge Model Tests On Soft Clay Improved By Fabri-packed Sand Drain. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 481 ( 1993).
- (1997): Field Test On Sand Compaction Pile Method With Copper Slag Sand. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 574 (septembre 1997).
- (2002): Centrifuge Model Tests And Analyses On Vertical Bearing Capacity Of Embedded Foundation. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 722 (décembre 2002).
- (2002): Geotechnical Problems On The Offshore Expansion Project Of The Tokyo International Airport. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 722 (décembre 2002).
- (2004): Strength Variance And Its Causes On Large-scale Artificial Ground Constructed By Pneumatic Flow Mixing Method. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 771 (septembre 2004).
- (2005): Preparation Technique Of Saturated Sandy Ground And Effectiveness On Liquefaction Centrifuge Model Test. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 806 ( 2005).
- (2021): Centrifuge study on the effect of the SCP improvement geometry on the mitigation of liquefaction-induced embankment settlement. Dans: Soil Dynamics and Earthquake Engineering, v. 148 (septembre 2021).
- (1993): Influence of Horizontal Restriction in Eccentric Loading Test. Dans: Soils and Foundations, v. 33, n. 3 (septembre 1993).
- (1998): Centrifuge Model Tests on Failure of Cementstabilized Fly Ash Ground. Dans: Soils and Foundations, v. 38, n. 3 (septembre 1998).
- (2000): Centrifuge Model Tests on Failure Envelope of Column Type deep Mixing Method Improved Ground. Dans: Soils and Foundations, v. 40, n. 4 (août 2000).
- (2019): Effect of spatial variability of block-type cement-treated ground on the bearing capacity of foundation under inclined load. Dans: Soils and Foundations, v. 59, n. 6 (décembre 2019).
- (2003): Seismic Stability of Cement Treated Ground by Tilting and Dynamic Shaking Table Tests. Dans: Soils and Foundations, v. 43, n. 6 (décembre 2003).
- (2003): Liquefaction and Settlement of Reclaimed Ground with Gravelly Decomposed Granite Soil. Dans: Soils and Foundations, v. 43, n. 3 (juin 2003).
- (2006): External Stability of Group Column Type Deep Mixing Improved Ground Under Embankment Loading. Dans: Soils and Foundations, v. 46, n. 3 (juin 2006).
- (2015): Applicability of molding procedures in laboratory mix tests for quality control and assurance of the deep mixing method. Dans: Soils and Foundations, v. 55, n. 4 (août 2015).
- (2007): Internal Stability of Group Column Type Deep Mixing Improved Ground Under Embankment Loading. Dans: Soils and Foundations, v. 47, n. 3 (juin 2007).
- (2008): Investigation on Static Stability of Sheet Pile Quay Wall Improved by Cement Treated Sea-Side Ground from Centrifuge Model Tests. Dans: Soils and Foundations, v. 48, n. 4 (août 2008).
- (2009): Behavior of Sheet Pile Quay Wall Stabilized by Sea-Side Ground Improvement in Dynamic Centrifuge Tests. Dans: Soils and Foundations, v. 49, n. 2 (avril 2009).
- (2010): Contributions to "Soils and Foundations": Ground Improvement. Dans: Soils and Foundations, v. 50, n. 6 (décembre 2010).
- (2018): Thirty-seven-year investigation of quicklime-treated soil produced by deep mixing method. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 171, n. 3 (août 2018).
- (2012): Ground improvements in Haneda/Tokyo International Airport expansion project. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 165, n. 2 (mai 2012).
- (2011): Deep mixing. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 164, n. 3 (août 2011).
- (2011): Seismic-resistant effect of cement-treated soil for quay wall. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 164, n. 3 (août 2011).
Structurae coopère avec
