Masanori Tanaka
- (1997): Deformation Characteristics Of Ground Measured By In Situ Tests. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 575 (September 1997).
- (1998): Strength Characteristics Of Undisturbed Intermediate Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 589 (März 1998).
- (1999): Case Studies Of Seismic Cone Test And Its Amplitude Characteristics On In Situ Data. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 631 ( 1999).
- (1999): Applicability Of Cpt And Dmt For Grounds Consisting Of Large Granular Particles. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 638 (Dezember 1999).
- (2000): Applicability Of In-situ Site Investigation Methods In Evaluating The Flyash-gypsum-cement (FGC) Treated Medium Strength Ground. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 666 (Dezember 2000).
- (2001): Sample Quality And Estimate Of Consolidation Characteristics Of Stiff Clay. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 694 (Dezember 2001).
- (2002): Evaluation Of Liquefaction Resistance Of Silty Ground Using SPT, CPT And DMT. A case study of improved ground by sand compaction pile method. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 701 (März 2002).
- (2002): The Change In Microstructure Of Pleistocene Clays Due To One Dimensional Consolidation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 701 (März 2002).
- (2002): Main Factors Governing Residual Effective Stress Of Saturated Clay. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 722 (Dezember 2002).
- (2004): Measurement Of Water Contents Used Mri For Clayey Soils On Drying. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 778 (Dezember 2004).
- (1996): Comparative Study on Sample Quality Using Several Types of Samplers. In: Soils and Foundations, v. 36, n. 2 (Juni 1996).
- (1998): Characterization of Sandy Soils Using CPT and DMT. In: Soils and Foundations, v. 38, n. 3 (September 1998).
- (2001): Characteristics of Soils with Low Plasticity: Intermediate Soil from Ishinomaki, Japan and Lean Clay From Drammen, Norway. In: Soils and Foundations, v. 41, n. 1 (Februar 2001).
- (2001): Characterization of Yangsan Clay, Pusan, Korea. In: Soils and Foundations, v. 41, n. 2 (April 2001).
- (2001): Comparison of Mechanical Behavior of Two Overconsolidated Clays: Yamashita and Louiseville Clays. In: Soils and Foundations, v. 41, n. 4 (August 2001).
- (2020): Evaluation of design shear strength of intermediate soil for construction of breakwater at Port of Sakai. In: Soils and Foundations, v. 60, n. 1 (Februar 2020).
- (2003): Pore Size Distribution of Clayey Soils Measured by Mercury Intrusion Porosimetry and its Relation to Hydraulic Conductivity. In: Soils and Foundations, v. 43, n. 6 (Dezember 2003).
- (2003): Development of a New Cone Penetrometer and its Application to Great Depths of Pleistocene Clays. In: Soils and Foundations, v. 43, n. 6 (Dezember 2003).
- (2003): K0-Consolidation in a Triaxial Cell and Evaluation of In-Situ K0 for Marine Clays with Various Characteristics. In: Soils and Foundations, v. 43, n. 1 (Februar 2003).
- (2002): Influences of Diatom Microfossils on Engineering Properties of Soils. In: Soils and Foundations, v. 42, n. 3 (Juni 2002).
- (2003): Applicability of Shansep Method to Six Different Natural Clays, Using Triaxial and Direct Shear Tests. In: Soils and Foundations, v. 43, n. 3 (Juni 2003).
- (2006): Main Factors Governing Residual Effective Stress for Cohesive Soils Sampled by Tube Sampling. In: Soils and Foundations, v. 46, n. 2 (April 2006).
- (2007): 3D-Visualization of Ground of New Runway at Haneda Airport. In: Soils and Foundations, v. 47, n. 1 (Februar 2007).
- (2007): Variability of Physical and Consolidation Test Results for Relatively Uniform Clay Samples Retrieved from Osaka Bay. In: Soils and Foundations, v. 47, n. 4 (August 2007).
- (2009): Practical Determination Method for Soil Parameters Adopted in the New Performance Based Design Code for Port Facilities in Japan. In: Soils and Foundations, v. 49, n. 6 (Dezember 2009).
Structurae kooperiert mit
