Hiroshi Oikawa
- A METHOD FOR PREDICTING e-logp CURVE AND logcv-logp CURVE OF A SOFT SOIL FROM ITS NATURAL WATER CONTENT. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 412 (décembre 1989). (1989):
- An Experimental Study On Rapid Consolidation Test On Highly Organic Soil. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 424 ( 1990). (1990):
- Settlement Rates During One-dimensional Consolidation Of Peat. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 554 (décembre 1996). (1996):
- Deformation And Strength Characteristics Of Cohesive Soil Obtained By Consolidated Constant Volume Direct Shear Test. Measurement Of Elastic Shear Modulus By Bender Elements. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (mars 2001). (2001):
- Promotion Of Secondary Compression Of Peat By Heating. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (mars 2001). (2001):
- Strength Characteristics Of Highly Organic Soil Obtained By Direct Shear Tests. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 715 (septembre 2002). (2002):
- Evaluation Of Deformation Characteristics Of Soil By Bender Element Test. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (septembre 2003). (2003):
- A Method For Predicting An Increase In Shear Strength Of Soft Ground Due To Embankment Construction. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 785 ( 2005). (2005):
- Compression Curve of Soft Soils. Dans: Soils and Foundations, v. 27, n. 3 (septembre 1987). (1987):
- A Simplified Method for Determination of Shear Strength of Peaty Soil by Using Laboratory Shear Test. Dans: Soils and Foundations, v. 24, n. 1 (mars 1984). (1984):
- Shear Strength and Dilatancy of Peat. Dans: Soils and Foundations, v. 22, n. 2 (juin 1982). (1982):
- A Simplified Method of Estimating the Secondary Compression by Using a Hyperbolic Curve Approximation. Dans: Soils and Foundations, v. 21, n. 3 (septembre 1981). (1981):
- Undrained Shear Characteristics of Peat. Dans: Soils and Foundations, v. 20, n. 3 (septembre 1980). (1980):
- A Method for Received Waveform Reconstruction Based on Bender Element Test Using Frequency-swept Signal. Dans: Soils and Foundations, v. 48, n. 2 (avril 2008). (2008):
- Frequency Response Characteristics of Bender Element Test System Identified by Frequency-Swept Signal Input —Influence on Accuracy of Received Waveform Reconstruction—. Dans: Soils and Foundations, v. 50, n. 5 (octobre 2010). (2010):