Toshiyuki Mitachi
- (1989): Effect Of Consolidation Duration On The Undrained Shear Behavior Of Cohesive Soils. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 412 (December 1989).
- (1997): Grain Size Distribution And Compaction Properties Of Concrete Waste. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 581 (December 1997).
- (1998): EVALUATION OF UNCONFINED COMPRESSION TEST RESULTS BASED ON THE RESIDUAL EFFECTIVE STRESS AND CORRECTION OF qu-VALUE. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 589 (March 1998).
- (1999): The Behaviour Of Frozen And Thawed Clay Soil Under Axi-symmetric Triaxial Condition. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 617 ( 1999).
- (1999): Infiltration Properties Of Covering Soil Into The Void Of Buried Concrete Waste Due To Fluctuation Of Ground Water Level And Its Prevention. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 616 (March 1999).
- (2000): Development Of Real-time Judgement Technique For Detecting The Change Of Earth Strata During Construction Of Auger Excavation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 665 (December 2000).
- (2001): Deformation And Strength Characteristics Of Cohesive Soil Obtained By Consolidated Constant Volume Direct Shear Test. Measurement Of Elastic Shear Modulus By Bender Elements. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (March 2001).
- (2001): Evaluation Of Elastic Shear Modulus G In Laboratory Bender Element Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 694 (December 2001).
- (2002): Development Of An Elaborate Triaxial Testing System For Deformation Of Clay. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 708 (June 2002).
- (2002): Applicability Of Isotach Model To Undrained Deformation Behaviour Of Clay. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 715 (September 2002).
- (2002): In-soil Creep Deformation Behavior Of Geogrid And Its Estimation Method. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 722 (December 2002).
- (2003): Evaluation Of Deformation Characteristics Of Soil By Bender Element Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (September 2003).
- (2003): Effect Of Anisotropic Consolidation On Residual Effective Stress And Unconfined Compressive Strength Of Highly Organic Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (September 2003).
- (2002): Laboratory Simulation of Vacuum Preloading Method by Triaxial Test. 三軸試験によるシミュレーション. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 722 (December 2002).
- (1985): Influence of Stress History on Dilatancy Characteristics of Peat. In: Soils and Foundations, v. 25, n. 3 (September 1985).
- (1981): Effect of Secondary Consolidation on the Undrained Stress-Strain-Strength Behaviour of Saturated Remolded Clay. In: Soils and Foundations, v. 21, n. 3 (September 1981).
- (1976): Change in Undrained Shear Strength Characteristics of Saturated Remolded Clay Due to Swelling. In: Soils and Foundations, v. 16, n. 1 (March 1976).
- (1979): The Influence of Stress History and Stress System on the Stress-Strain-Strength Properties of Saturated Clay. In: Soils and Foundations, v. 19, n. 2 (June 1979).
- (1990): Effect of Filter Paper on the Consolidated Undrained Shear Characteristics of Cohesive Soil. In: Soils and Foundations, v. 30, n. 2 (June 1990).
- (1991): Correlation between Cone Penetration Resistance and Undrained Shear Strength of Peat. In: Soils and Foundations, v. 31, n. 1 (March 1991).
- (1997): Induced Anisotropy Appeared in the Deformation and Strength of Remolded Clay. In: Soils and Foundations, v. 37, n. 4 (December 1997).
- (2000): Case Studies of In-Situ Structure of Natural Sedimentary Clays. In: Soils and Foundations, v. 40, n. 3 (June 2000).
- (1999): Direct Shear Testing Method as a Means for Estimating Geogrid—Sand Interface Shear—Displacement Behavior. In: Soils and Foundations, v. 39, n. 4 (August 1999).
- (2001): Interlink between Metastability Index, MI(G)and Undrained Shear Strength in Aged Holocene Clay Deposit. In: Soils and Foundations, v. 41, n. 2 (April 2001).
- (2001): Estimation of In-Situ Undrained Strength of Soft Soil Deposits by use of Unconfined Compression Test with Suction Measurement. In: Soils and Foundations, v. 41, n. 5 (October 2001).
- (2003): Estimating Method for the In-Soil Deformation Behavior of Geogrid Based on the Results of Direct Box Shear Test. In: Soils and Foundations, v. 43, n. 1 (February 2003).
- (2007): Measurement of Soil Tensile Strength and Factors Affecting its Measurements. In: Soils and Foundations, v. 47, n. 5 (October 2007).
- (2012): Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area. In: Soils and Foundations, v. 52, n. 2 (April 2012).
- (2009): Determination of Shear Wave Velocity by Bender Elements using Variable-Path Length Method. In: Soils and Foundations, v. 49, n. 3 (June 2009).
- (2010): Frequency Response Characteristics of Bender Element Test System Identified by Frequency-Swept Signal Input —Influence on Accuracy of Received Waveform Reconstruction—. In: Soils and Foundations, v. 50, n. 5 (October 2010).
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