1. A PRACTICAL PROCEDURE TO ESTIMATE THE BEARING CAPACITY OF FOOTINGS ON SAND–APPLICATION TO 87 CASE STUDIES

Volume 39, C2+, Autumn 2015, Pages 469-483

M. VEISKARAMI; J. KUMAR; F. VALIKHAH

• Editorial
• PDF 1.04 MB

2. MONOTONIC BEHAVIOR OF GEOTEXTILE REINFORCED SOILS UNDER DISCRETE ROTATION OF PRINCIPAL STRESSES

Volume 38, C2, Summer 2014, Pages 325-335

• Editorial
• PDF 626.77 K

3. EXPERIMENTAL INVESTIGATION OF TIME-DEPENDENT EFFECT ON SHEAR STRENGTH PARAMETERS OF SAND–GEOTEXTILE INTERFACE

Volume 37, Issue 1, Winter 2013, Pages 97-109

• Editorial
• PDF 271.91 K

4. A sanisand-structure interface model

Volume 35, Issue 1, Winter 2011, Pages 15-34

• Editorial
• PDF 1.11 MB

5. A constitutive model for sand liquefaction under rotational shear

Volume 33, Issue 1, Winter 2009, Pages 31-48

• Editorial
• PDF 1.32 MB

6. Experimental and numerical investigation of ultimate load capacity of shell foundations on reinforced and unreinforced sand

Volume 32, Issue 5, Winter 2008, Pages 491-500

• Editorial
• PDF 1.05 MB

7. CPT and CPTu data for soil profile interpretation: review of methods and a proposed new approach

Volume 28, Issue 1, Winter 2004, Pages 69-86

• Editorial
• PDF 655.1 K