Hiroshi Oikawa
- (1989): A METHOD FOR PREDICTING e-logp CURVE AND logcv-logp CURVE OF A SOFT SOIL FROM ITS NATURAL WATER CONTENT. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 412 (December 1989).
- (1990): An Experimental Study On Rapid Consolidation Test On Highly Organic Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 424 ( 1990).
- (1996): Settlement Rates During One-dimensional Consolidation Of Peat. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 554 (December 1996).
- (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): Promotion Of Secondary Compression Of Peat By Heating. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (March 2001).
- (2002): Strength Characteristics Of Highly Organic Soil Obtained By Direct Shear Tests. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 715 (September 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).
- (2005): A Method For Predicting An Increase In Shear Strength Of Soft Ground Due To Embankment Construction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 785 ( 2005).
- (1987): Compression Curve of Soft Soils. In: Soils and Foundations, v. 27, n. 3 (September 1987).
- (1984): A Simplified Method for Determination of Shear Strength of Peaty Soil by Using Laboratory Shear Test. In: Soils and Foundations, v. 24, n. 1 (March 1984).
- (1982): Shear Strength and Dilatancy of Peat. In: Soils and Foundations, v. 22, n. 2 (June 1982).
- (1981): A Simplified Method of Estimating the Secondary Compression by Using a Hyperbolic Curve Approximation. In: Soils and Foundations, v. 21, n. 3 (September 1981).
- (1980): Undrained Shear Characteristics of Peat. In: Soils and Foundations, v. 20, n. 3 (September 1980).
- (2008): A Method for Received Waveform Reconstruction Based on Bender Element Test Using Frequency-swept Signal. In: Soils and Foundations, v. 48, n. 2 (April 2008).
- (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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