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Strength and Consolidation Properties of Busan New Port Clays by
  • Shogaki, Takaharu
  • Nochikawa, Yuichi
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Applicability ofSmall Diameter Sampler for Nigata Sand Deposits by
  • Shogaki, Takaharu
  • Sakamoto, Ryo
  • Nakano, Yoshihito
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
An Improved Method for Estimating In-Situ Undrained Shear Strength of Natural Deposits by
  • Shogaki, Takaharu
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Triaxial Strength Properties of Natural Deposits At K Consolidation State Using A Precision Triaxial Apparatus with Small Size Specimens by
  • Shogaki, Takaharu
  • Nokchikawa, Yuichi
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Small Diameter Cone Sampler and Its Applicability for Pleistocene Osaka Ma12 Clay by
  • Shogaki, Takaharu
  • Sakamoto, Ryo
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Applicability of A Small Diameter Sampler with A Two-Chambered Hydraulic Piston for Japanese Clay Deposits by
  • Shogaki, Takaharu
  • Sakamoto, Y
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Sample Recovery Ratios and Sampler Penetration Resistance in Tube Sampling for Niigata Sand by
  • Shogaki, Takaharu
  • Nakano, Yoshihito
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
A Method for Correcting Consolidation Parameters for Sample Disturbance Using Volumetric Strain (Closure) by
  • Shogaki, Takaharu
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
A Method for Correcting Consolidation Parameters for Sample Disturbance Using. by
  • Shogaki, Takaharu
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Effects of Sample Disturbance on Strength An Consolidation Parameters of Soft Clay (Closure) by
  • Shogaki, Takaharu
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Effective Stress Behavior of Clays in Unconfined Compression Tests. by
  • Shogaki, Takaharu
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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