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Angle of repose of a heap of sand Sandpile from the Matemateca collection. The angle of repose, or critical angle of repose, [1] of a granular material is the steepest angle of descent or dip relative to the horizontal plane on which the material can be piled without slumping.
A drainage equation is an equation describing the relation between depth and spacing of parallel subsurface drains, depth of the watertable, depth and hydraulic conductivity of the soils. It is used in drainage design. Parameters in Hooghoudt's drainage equation. A well known steady-state drainage
Schematic cross section of a pressurized caisson. In geotechnical engineering, a caisson (/ ˈ k eɪ s ən,-s ɒ n /; borrowed from French caisson 'box', from Italian cassone 'large box', an augmentative of cassa) is a watertight retaining structure [1] used, for example, to work on the foundations of a bridge pier, for the construction of a concrete dam, [2] or for the repair of ships.
Dilatancy of a sample of dense sand in simple shear. The phenomenon of dilatancy can be observed in a drained simple shear test on a sample of dense sand. In the initial stage of deformation, the volumetric strain decreases as the shear strain increases. But as the stress approaches its peak value, the volumetric strain starts to increase.
When used in permanent works, these walls can be designed to resist vertical loads in addition lateral load from retaining soil. Construction of both methods is the same as for foundation bearing piles. Contiguous walls are constructed with small gaps between adjacent piles. The spacing of the piles can be varied to provide suitable bending ...
England sets maximum spacing at 90 metres (300 ft). The only exception is for sewers with diameters larger than human heights. Those can have spacing up to 200 metres (660 ft). [10] Maximum spacing of 100 metres (330 ft) is used in Scotland. [11] The 120-metre (390 ft) requirement is used in Brazil, [12] and 150-metre (490 ft) in South Africa. [13]
Based on this history it has also been called the "Dutch cone test". Today, the CPT is one of the most used and accepted soil methods for soil investigation worldwide. The test method consists of pushing an instrumented cone , with the tip facing down, into the ground at a controlled rate (controlled between 1.5 -2.5 cm/s accepted).
Moist sand along the shoreline is originally densely packed by the draining water. Foot pressure on the sand causes it to dilate (see: Reynolds dilatancy), drawing water from the surface into the pores. The presence of nearly incompressible fluids such as water in the pore spaces affects the ability for the pores to dilate or contract.