Issues

Papers

The Response of Earth Dams to Strong Earthquakes

N. N. Ambraseys, Ph.D.; S. K. Sarma, B.Tech.
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Application of Electro-Osmosis to a Foundation Problem in a Norwegian Quick Clay

L. Bjerrum; J. Moum; O. Eide
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New Techniques for Studying Seepage Problems Using Models

R. K. Dixon, M.Sc.(Eng.,), A.M.I.C.E.
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Pressure Meter Design in Fills With Rock Inclusions

Colin B. Brown
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The Theory of One-Dimensional Consolidation of Saturated Clays: 1. Finite Non-Linear Consildation of Thin Homogeneous Layers

R. E. Gibson, D.Sc.(Eng.), M.I.C.E.,; G. L. England, Ph.d., A.M.I.C.E.,; M. J. L. Hussey, Ph.D.
View articletitled, The Theory of One-Dimensional Consolidation of Saturated Clays<span class="subtitle-colon">: </span><span class="subtitle">1. Finite Non-Linear Consildation of Thin Homogeneous Layers</span>
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A New Approach to Load Tests

Dinesh Mohan; G. S. Jain; M. P. Jain
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A Note on the Consolidation of Clay With Non-Linear Viscosity

T. J. Poskitt, Ph.D., A.M.I.C.E.
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Nabor Carrillo, 1912–1967

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Correspondence

Energy Components During the Triaxial Cell and Direct Shear Tests

A. K. Jamal
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Geometry of Discontinuities and Slope Failures in Siwalik Clay

R. H. Grice
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Correspondance

A New Soil Testing Apparatus

G. E. Green
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Correspondence

A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces

B. Satyanarayana
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The Compressibility of an air/water Mixture and a Theoretical Relation Between the air and water Pressures

L. Barden; G. R. Sides
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Residual Shear Strength of ‘Sandstone Soils’

C. Rouse
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letter

Stress Effect on Creep Rates of a Frozen Clay Soil

L. K. Walker
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Impervious Earth Fill for Höljes Dam

Erling Reinius; Hans Fagerström
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