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Reexamination of Mononobe-Okabe Theory of Gravity Retaining Walls Using Centrifuge Model Tests by
  • Nakamura, Shinya
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
External Stability of Group Column Type Deep Mixing Improved Ground Under Embankment Loading by
  • Kitazume, Masaki
  • Maruyama, Ken
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Response of Pile File Groups Against Seismically Induced Lateral Flow in Centrifuge Tests by
  • Imamura, Shinichiro
  • Hagiwara, toshiyuki
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Suction Properties and Scale Factors for Unsaturated Flow Under Increased Gravitational Field by
  • Avanzi, Eduardo
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Seismic Stability of Cement Treated Ground By Tilting and Dynamic Shaking Table Tests by
  • Kitazume, Masaki
  • Hayano, Kimitoshi
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Liquefaction and Settlement of Reclaimed Ground with Gravelly Decomposed Granite Soil by
  • Kazama, Motoki
  • toyota, Hirofumi
  • Kitazume, Masaki
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Transverse Horizontal Load on Buried Pipes Due to Liquefaction-Induced Permanent Ground Displacement by
  • Shimamura, Kazunori
  • Fujita, Yusuke
  • Kojima, Seiji
  • Taji, Youichi
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Inertial Shear Forces andUse of Centrifuges in Gravity Research What IsProper Control? by
  • Van Loon, Jack J W A
Source: Israq Urdu
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Effects of Footing Size and Aspect Ratio onBearing Capacity of Sand Subjected to Eccentric Loading by
  • Okamura, Mitsu
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Experimental Study on De for mation of Soft Clay Improved By Low Replacement Ratio Scp Under Backfilled Caisson Loading. by
  • Rahman, Z
  • Takemura, Jiro
  • Kouda, Masayuki
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Centrifuge Model Tests on Double Propped Wall Excavation in Soft Clay. by
  • Takemura, Jiro
  • Kondoh, Midori
  • Esaki, Taichi
  • Kouda, Masayuki
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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