Piezometer, BH data

Piezometer, BH data

Control and management of tips.

Idem

Information on operations, safety, notes.

Stability analysis.

Screening analysis of tip material.

Reports, documents, photographs, correspondence, reprints of articles.

Notes, laboratory data, ram friction, wave, N., analysis, 1960, discussions, meeting on Leicester, design and construction of earth Embankments, Institution of Civil Engineers (ICE), 1960, correspondence from J. E. Glynn commenting on pore pressure control (automatic) UBC, Canada, 1960, Automatic pore pressure device.

Comments on the paper, correspondence, congress, document, 3rd International Conference Soil Mechanics & Foundation Engineering (SMFE), Zurich, 1953.

Notes, laboratory data (plotted), consolidation test on Ham river sand, consolidation test on lead shot.

Notes, laboratory results.

Notes

Notes

Correspondence intent to patent the triaxial machine, comments on an automatic triaxial soil testing machine, article by Mr Price, notes on how to plot with a triaxial machine, report on automatic triaxial, sketch proving ring arrangement, laboratory data (plotted), notes.

Correspondence, laboratory data (plotted), notes.

Notes, drawings, calculations, correspondence.

Drawings, notes, brochure, calculations, studies of mechanics.

Drawings, pictures, an automatic machine for triaxial compression tests on soil (A. W. Bishop + Veprice).

Plate bearing tests, pressure grouting, rail equipment drawing, test results, report of compaction of Meldon dust in Blanketing schemes, laboratory data, bore hole data, correspondence, softening of clay in cuttings.

Correspondence

Correspondence

General notes, definition of pore pressure parameters, test data.

Laboratory notes.

Notes, stability analysis, significance of ø'=0 analysis, laboratory results, failure conditions in a triaxial compression test.

Laboratory results

Packing of spheres, porosity, angle of repose, particulate mechanics.

Correspondence, notes, relationship between the principles involves in effective stress and in suction methods of predicting changes in moisture content and volume (1955) reprints of articles, Bishop and Blight paper, diagram and graphs, strength and volume change characteristics of partly saturated compacted soils tested at their compaction water contents.

Correspondence, limitations to the use of effective stresses in partly saturated soils, notes, laboratory results, figures, drafts for correction, the experimental study of partly saturates soil in the triaxial apparatus (reprints), Terzaghi's discovery of effective stress (copy), diagrams, graphs.

Correspondence, notes, calculations, a new approach to the problem of earth embankment stability, reprints of papers, relaxation patterns, examination of stress distribution in a retaining wall.

Correspondence, King George's reservoir, reply to discussions, draft notes (1946).

Laboratory tests.

Correspondence

Drafts, notes, plots, led to article in Geotechnique, driving and loading tests on six precast concrete piles in gravel.

Correspondence, plots.

Layouts, calculations, laboratory data, a new sampling tool for the use in cohesion less sands below ground water level (draft manuscript), correspondence, report on design of an experimental sand auger, notes.

Notes, correspondence, a more rigorous vector analysis of circular slip surfaces, graphs, discussion on general theory of stability slopes.

Notes, discussions, comparisons of methods, calculations

Correspondence, report, DSIR research grants, notes, reprints of articles, minutes of meetings, notes, calculations.

Notes, quicker and better ways of calculating slope stability.

Correspondence with N. Jambu, notes, graph, calculations, reprints of articles, general slip circle analysis, influence of forces between slices on FOS, moment equilibrium of a slice, discussions.

Documents of the conference, communications, programme, participants, grouts and drilling muds in engineering practice (1963), congress documents, discussion, notes, correspondence.

Notes, laboratory results, correspondence

Not published?

Draft, correspondence, graphs, notes, tables, discussions, letters.

Figures, notes.

Notes, graphs, laboratory data.

The influence of stress path, anisotropy and time on the strength of a soft alluvial clay from Thames estuary, correspondence, drawings, laboratory data, drafts, state of the art report, Tokyo Conference (1977), laboratory data (fig) from a thesis.

The influence of stress path, anisotropy and time on the strength of a soft alluvial clay from the Thames estuary (1978)

Correspondence, draft, notes, drawings, laboratory data.

Correspondence, original contours, access road, correspondence, site measurements of slope angles, SI proposal.

Correspondence, embankment dams (Chapter IX), reprints from Geotechnique, suggested stabilizing beams, tips at Llyn Peris.

Correspondence, laboratory data, discussion, A. W. Bishop Aberfan ring-shear tests.

Notes, laboratory data, Ashford common.

Correspondence, draft sea structure recommendations for design in reinforced and/or pre-stressed concrete, halcrow/Dostain north sea platform, structural behaviour, geology and profiles.

Correspondence, reprint, the stability of tips and soil heaps (reprints), Blakedow hollow (draft) (tailings dams), pumping test in tailings lagoon Cavendish Mill (report).

Notes, discussions.

Soil notes, costs, examination of two methods of analysis.

Notes.

Notes.

A. W. Skempton, VAS.

Correspondence, report of investigation of expansive characteristics of shale and weak rocks.

Notes, relations between ør in the Triaxial, effect of intermediate principal stress, dilatancy.

Notes, relaxation method for strain function, work equations, strain function random pack of spheres, axially symmetrical compression, relation between ø AWDM.

Basic shear strength properties, triaxial consolidation, inclination of failure plane in drained test, American hypothesis, anisotropically consolidated undrained tests, value p' for the general case of the anisotropically consolidated undrained test, energy correction.

Reports, correspondence.

Reports, correspondence.

Reports, correspondence.