Hiroyuki Tanaka
- (2023): Mechanism of sampling disturbance for peat ground and its influence on mechanical properties. In: Soils and Foundations, v. 63, n. 5 (Oktober 2023).
- (1995): Vane Strength in Anisotropically Consolidated Clay Deposits Hideki OHTA, Akira NISHIHARA, Atsushi IIZUKA and Shigehiko SUGIE. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 517 (Juni 1995).
- (1998): Strength Characteristics Of Undisturbed Intermediate Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 589 (März 1998).
- (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): 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).
- (2002): Geotechnical Problems On The Offshore Expansion Project Of The Tokyo International Airport. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 722 (Dezember 2002).
- (2005): 通水孔を有する鋼矢板壁の透水性状とその評価手法に関する研究 (Permeability Evaluation Of Steel Sheet Pile Walls With Holes). In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 792 ( 2005).
- (1992): Normalized Undrained Strength of Clay in the Normally Consolidated State and in the Field. In: Soils and Foundations, v. 32, n. 1 (März 1992).
- (1994): Vane Shear Strength of a Japanese Marine Clay and Applicability of Bjerrum’s Correction Factor. In: Soils and Foundations, v. 34, n. 3 (September 1994).
- (2000): Sample Quality of Cohesive Soils: Lessons from Three Sites, Ariake, Bothkennar and Drammen. In: Soils and Foundations, v. 40, n. 4 (August 2000).
- (2020): A rational design approach to peat ground improvement by vertical drains. In: Soils and Foundations, v. 60, n. 6 (Dezember 2020).
- (2019): Reconsideration of the settlement behavior of peat from view point of hydraulic conductivity. In: Soils and Foundations, v. 59, n. 2 (April 2019).
- (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): 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).
- (2006): Main Factors Governing Residual Effective Stress for Cohesive Soils Sampled by Tube Sampling. In: Soils and Foundations, v. 46, n. 2 (April 2006).
- (2006): Strain Rate Dependency of Cohesive Soils in Consolidation Settlement. In: Soils and Foundations, v. 46, n. 3 (Juni 2006).
- (2008): Formulation of Gmax from Reconstituted Clayey Soils and its Application to Gmax Measured in the Field. In: Soils and Foundations, v. 48, n. 6 (Dezember 2008).
- (2014): Unloading behavior of clays measured by CRS test. In: Soils and Foundations, v. 54, n. 2 (April 2014).
- (2012): Use of fall cone test as measurement of shear strength for soft clay materials. In: Soils and Foundations, v. 52, n. 4 (August 2012).
- (2012): Properties of very soft clays: A study of thixotropic hardening and behavior under low consolidation pressure. In: Soils and Foundations, v. 52, n. 2 (April 2012).
- (2011): Properties of Cement-Treated Soils During Initial Curing Stages. In: Soils and Foundations, v. 51, n. 5 (Oktober 2011).
- (2011): Influence of the Soil Fabric on the Mechanical Properties of Unsaturated Clays. In: Soils and Foundations, v. 51, n. 2 (April 2011).
- (2011): Sample Disturbance Effects on Undrained Shear Strengths—Study from Takuhoku Site, Sapporo—. In: Soils and Foundations, v. 51, n. 2 (April 2011).
- (2016): Isotache model for consolidation with a small incremental load. In: Geotechnical Research, v. 3, n. 4 (Dezember 2016).
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