Case Histories of Earth Pressure-induced Cracking of Locks
Essai sur l'indiférence en matière de religion
Paroles d'un croyant par F. Lamennais
Hayek: A Collaborative Biography
Evaluating the Stability of Existing Massive Concrete Gravity Structures Founded on Rock
The Role of Non-linear Deformation Analyses in the Design of a Reinforced Soil Berm at Red River U-frame Lock No. 1
Evaluating the Stability of Existing Massive Concrete Gravity Structures Founded on Rock
Soil-structure Interaction Parameters for Structured/cemented Silts
Dynamics of Intake Towers and Other MDOF Structures Under Earthquake Loads
Extended Load/Unload/Reload Hyperbolic Model for Interfaces
Case Histories of Earth Pressure-induced Cracking of Locks
Lessons Learned from Deformation Analysis of Wall Experiment
Behavior and Design of Gravity Earth Retaining Structures
Prediction of Reinforced Sand Wall Performance
Hyperbolic Stress-strain Parameters for Silts
Computation of Dynamic Passive Earth Pressure Using LISP
Load and Resistance Factors for Earth Retaining, Reinforced Concrete Hydraulic Structures Based on a Reliability Index (β) Derived from the Probability of Unsatisfactory Performance (PUP)
Relating Corroded Seven-strand, Posttensioned Cable Cross-sectional Properties to Load Capacity
Load and Resistance Factors from Reliability Analysis Probability of Unsatisfactory Performance (PUP) of Flood Mitigation, Batter Pile-founded T-Walls Given a Target Reliability Index (𝛽)