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Bearing Capacity of Roads Railways and Airfields Proceeding of the 8th International Conference on the Bearing Capacity of Roads Railways and Airfields Champaign Illinois Usa June 29 July 2, 2009 I by
  • Al Qadi, Imad L [editor]
  • Tutumluer, Erol [editor]
Material type: Text Text
Language: English
Publication details: Boca Raton : CRC Press, c2009
Online access:
Availability: Items available for loan: Reference Section (1)Location, call number: Reference Section 625 BEA.
Bearing Capacity of Roads Railways and Airfields Proceeding of the 8th International Conference on the Bearing Capacity of Roads Railways and Airfields Champaign Illinois Usa June 29 July 2, 2009 Ii by
  • Al Qadi, Imad L [editor]
  • Tutumluer, Erol [editor]
Material type: Text Text
Language: English
Publication details: Boca Raton : CRC Press, c2009
Online access:
Availability: Items available for loan: Reference Section (1)Location, call number: Reference Section 625 BEA.
Influence of Footing Shapes and GWT on Bearing Capacity and Settlement of Cohesive Soil Beneath Shaliow Foundations by
  • Khalid, M
  • SARdar, A
  • Jaffar, S. T. A
Source: The Nucleus; a Quarterly Scientific Journal
Material type: Article Article; Format: print
Availability: Not available: Engr Abul Kalam Library: Available on Request (1).
Investigation on Punching Behavior of Pile Cap Under Column Reinforced by Section Steel Truss by
  • Guo, Honglel
Source: ACI Structural Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Experimental Investigation of Reverse End Bearing of Offshore Shaliow Foundations by
  • Mana, Divya S.K
  • Gourvenec, S
  • Randolph, Mark F
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Effect of Spatial Correlation of Standard Penetration Test (Spt) Data on Bearing Capacity of Driven Piles in Sand by
  • Zhang, lianyang
  • Chen, Jin-Jian
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Numerical Investigation of Bearing Capacity Due to Spudcan Penetration in Sand Overlying Clay by
  • Qiu, Gang
  • Grabe, Jurgen
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Residual Mechanical Properties of Calcareous and Granite Aggregate Concretes After Fire by
  • Santos, Cristina Calmeiro Dos
  • Rodrigues, Joao Paulo C
Source: Magazine of Concrete Research
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Assessment OfRange of Variation of N ? from 60 Estimation Methods for Footings on Sand by
  • Diaz-Segura, Edgar Giovanny
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Lower-Bound Calculations OfBearing Capacity of Eccentricaliy Loaded Footings in Cohesionless Soil by
  • Krabbenhoft, Sven
  • Damkilde, Lars
  • Krabbenhoft, Kristian
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Bearing Capacity of Reinforced Foundation Beds on Soft Non-Homogeneous Ground by
  • Rajyalakshmi, K
  • Madhav, Madhira R
  • Ramu, K
Source: Journal of Civil Engineering and Architecture
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Optimization of Per Formation Drililng for Mitigating Punch-Through in Multi-Layered Clays by
  • Mossain, M S
  • Cassidy, M. J
  • Baker, R
  • Randolph, M.F
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
End-Bearing Capacity of Driven Piles in Sand UsingStress Characteristics Method: Analysis and Implementation by
  • Veiskarami, Mehdi
  • Eslami, Abolfazl
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Consequence Factors InUltimate limit State Design of Shaliow Foundation by
  • Fenton, Gordon A
  • Griffiths, D.V
  • Ojomo, Olaide O
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Research onInfluence of Bench Instaliation Conditions on Simulation of Engine Main Bearing Load by
  • Gequn, Shu
  • Min, li
Source: SAE: International Journal of Engines
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Derivation of Bearing Capacity Equation for a Two Layered System of Weak Clay Layer Overlaid by Dense Sand Laye by
  • Al-Shenawy, Abdulhafiz O
  • Al-Karni, Awad A
Source: Journal of Engineering and Applied Sciences
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Failure Envelopes for Offshore Shaliow Foundations Under General Loading by
  • Gourvenec, S
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Behaviour of Jacked and Driven Piles in Sandy Soil by
  • Tham, L G
  • Lee, P K K
  • Yang, J
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Comparison OfBearing Capacity of Flat and Conical Circular Foundations on Sand by
  • Teh, K L
  • White, D J
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
RevealingBearing Capacity Mechanisms of a Penetrating Spudcan through Sand Overlying Clay by
  • Teh, K L
  • Cassidy, M. J
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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