CLAY FILLS
Material type: TextPublication details: London : The Institution of Civil Engineers, 1979Description: 324p ; illusSubject(s):Item type | Current library | Collection | Call number | Copy number | Status | Date due | Barcode | |
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Monograf | JPS HQ Library Main Library | General Collections | GEOT.SOIL 624.136.2 THE (Browse shelf(Opens below)) | 1 | Available | 1000006477 |
1. Opening address/ A.M.Muir Wood. 1.2. Stress-deformation and strength characteristic of a compacted shale/ R.A.Abeyesekera. 1.3. The behaviour of Cheshire basin lodgment till in motorway construction/ M.M.H.Shaikh Ali. 1.4. Roadwork fills- a materials engineer's viewpoint/ E.J.Arrowsmith. 1.5. The strength of clay fill subgrades: its prediction and relation to road performances/ W.Black. 1.6. Behaviour of a road embankment constructed of soft clay and provided with drain strips/ P.Boman. 1.7. Compaction and behaviour of embankments built with Eocene marl rock at Navarra/ G.Cedrun. 1.8. Treatment and subsequent performance of cohesive fill left by opencast ironstone mining at Snatchill experimental housing site, Corby/ J.A.Charles. 1.9. Performance of clay core of large embankments dams during construction/ D.G.Coumoulos. 1.10. Volume change of compacted clay fill/D.W.Cox. 1.11. The remolded undrained shear strength of cohesive soils and its influence on the suitability of embankment fill/ J.P.Dennehy. 1.12. Maximum moisture contents of highway embankments/ W.J.Dohaney. 1.13. Settlement and pore-water pressure dissipation within an embankment built of London Clay/D.M.Farrar. 1.14. Trafficability studies on wet clay/ M.C.Forde. 1.15. The use of wet fills for the construction of embankment for motorways/ H.Grace. 1.16 Selected clays used as core for a rockfill dam designed to cross a potentially active fault/ R.E.Harpster. 1.17. On the long-term stability of an embankment by soft cohesive volcanic soil/ M.Inada. 1.18. Some observation on the performance of a composite fills embankments/T.S.Ingold. 1.19. The classification of chalk for embankment construction/H.C.Inglodby. 1.20. Shear strength specification for clay fills/ M.F.Kennard. 1.21. On the construction methods of a motorway embankment by a sensitive volcanic clay/ G.Kuno. 1.22. Fort creek dam-impervious clay core/I.P.Lieszkowszky. 1.23. In-situ treatment of clay fills/ M.P.Moseley. 1.24. Moisture condition test for assessing the engineering behaviour of earthwork material/A.W.Parsons. 1.25 Construction pore pressures in two-earth dams/A.D.M.Penman. 1.26. Behaviour of fill from soft chalk and soft chalk/clay mixtures/S.H.Perry. 1.27. Compaction of clay fills in Britain/ P.R.Vaughan. 2. Discussions. 2.1 Engineering properties and performance of clay fills/ D.W.Hight. 2.2 Road subgrades/E.W.H.Currer. 2.3 Construction, placements and methods of treatment of clay fills/M.J.Dumbleton. 3. General reports. 3.1 Engineering properties of clay fills/ P.R.Vaughan. 3.2 Performance of clay fills/ I.F.Symons. 3.3 Road subgrades/ N.W.Lister. 3.4 Construction and placement of clay fills/ A.W.Parsons. 3.5 Methods of treatment of clay fills/ J.A.Charles .
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