OasisLMS

Commentary on the Selection, Design and Specification of Ground Improvement for Mitigation of Earthquake-Induced Liquefaction

Relationship Between Installation Torque and Axial Capacities of Helical Piles in Cohesive Soils

Ultimate Lateral Resistance of Piles in Cohesive Soil

Liquefaction Mitigation Synthesis Report

Editorial Note - Vol. 7, No. 1, 2013

Grouted Micropiles for Foundation Remediation in Expansive Soil

Direct Solution of the Brinch-Hansen 90% Pile Ultimate Failure Load