E. H. Davis
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- The Movement of Buried Footings due to Moment and Horizontal Load and the Movement of Anchor Plates. In: Géotechnique, v. 14, n. 2 (Juni 1964). (1964):
- The Settlement Behaviour of Single Axially Loaded Incompressible Piles and Piers. In: Géotechnique, v. 18, n. 3 (September 1968). (1968):
- The behaviour of anchor plates in sand. In: Géotechnique, v. 32, n. 1 (März 1982). (1982):
- The Use of Elastic Theory for Settlement Prediction Under Three-Dimensional Conditions. In: Géotechnique, v. 18, n. 1 (März 1968). (1968):
- The stability of shallow tunnels and underground openings in cohesive material. In: Géotechnique, v. 30, n. 4 (Dezember 1980). (1980):
- A Non-Linear Theory of Consolidation. In: Géotechnique, v. 15, n. 2 (Juni 1965). (1965):
- The effect of increasing strength with depth on the bearing capacity of clays. In: Géotechnique, v. 23, n. 4 (Dezember 1973). (1973):