Hidetoshi Ochiai
- UNDRAINED SHEAR STRENGTH PROPERTIES OF CLAY UNDER THE CONDITION OF K₀-CONSOLIDATION AND PLANE STRAIN TRIAXIAL COMPRESSION. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 505 ( 1994). (1994):
- Strength Properties Of Sand-clay Mixed Soils Based On Soil Structure. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 469 (Juni 1993). (1993):
- One-dimensional Compression Properties Of Sand-clay Mixed Soils Based On Soil Structure. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 457 (Dezember 1992). (1992):
- Stress-strain Relationship Of Mixtures With Two Different Materials And Its Application To One-dimensional Compression Property Of Sand-clay Mixed Soils. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 448 (Juni 1992). (1992):
- Strength Properties And Failure Criterion Of Sandstone. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 352 ( 1984). (1984):
- A Liquefaction Analysis Of Saturated Sand Ground Based On Shear Works. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 370 (Juni 1986). (1986):
- A Study On Horizontal Plastic Ground Reaction Of Pier Foundation With Inclined Loads. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 610 (Dezember 1998). (1998):
- Pull-out Capacity And Bulb Form Characterristics Of Repeated Grouting Type Ground Anchor And Its Practical Application. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 694 (Dezember 2001). (2001):
- Utilization Of Cement Treated Dredged Soil With Working Ship. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 750 (Dezember 2003). (2003):
- Study On Earthquake-proof Property Of Road Embankment On Soft Clay Ground Including Loose Sandy Layer. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 757 (März 2004). (2004):
- The Relation between the Shear Strength of Sands in Direct Shear and Plane Strain Tests. In: Soils and Foundations, v. 15, n. 4 (Dezember 1975). (1975):
- A Method of Deformation Analysis for Geogrid-Reinforced Soil. In: Soils and Foundations, v. 27, n. 3 (September 1987). (1987):
- A Method for Calculating the Undrained Strength Ratio, C/P, of Normally Consolidated Clay Measured in the Simple Shear Test. In: Soils and Foundations, v. 21, n. 1 (März 1981). (1981):
- On the Stress-Strain Behaviour of Lightly Cemented Clay Based on an Extended Critical State Concept. In: Soils and Foundations, v. 40, n. 5 (Oktober 2000). (2000):
- Stress-Strain Relationship of Frozen Sand as a Composite Geomaterial. In: Soils and Foundations, v. 41, n. 3 (Juni 2001). (2001):
- Pile End-Bearing Capacity of Sand Related to Soil Compressibility. In: Soils and Foundations, v. 41, n. 4 (August 2001). (2001):
- Skin Friction of Non-Displacement Piles Related to Simple Shear Mode with Large Strain State Friction Angle. In: Soils and Foundations, v. 46, n. 4 (August 2006). (2006):
- Performance factor for bearing resistance of bored friction piles. In: Structural Safety, v. 14, n. 1-2 (April 1994). (1994):