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- W596352670 abstract "This article, the last in a series of four, provides some practical guidance on the methods of assessing the stability of unsupported excavations and on the possible modes of failure. An indication is given of how the loads generated on trench support can be estimated. Short-term stability analysis is used to illustrate the calculation of the critical depth of vertical and sloping trench walls and the base failure of trenches in clay immediately after excavation. The use of stability curves to investigate the effect of battering back is explained. The most common failure modes are illustrated and discussed. These include failure by sliding in clay, drying, saturation, erosion and wash-out in sands. A description is also given of falls, bedding plane failure and block failure. Design procedures for support systems are based on measurements of strut loads in deep excavations to give design envelopes for selected soil types. See also TRIS 362294-6. (TRRL)" @default.
- W596352670 created "2016-06-24" @default.
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- W596352670 date "1982-01-28" @default.
- W596352670 modified "2023-09-26" @default.
- W596352670 title "TRENCH STABILITY AND LOADS ON SUPPORT SYSTEMS" @default.
- W596352670 hasPublicationYear "1982" @default.
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