When effective stress on a normallyconsolidated clay is increased from 25 kN/m² to 50 kN/m², settlement becomes 52mm. If the stress is increased to 175 kN/m², settlement will increase to (assumingcoefficient to volume decrease to beconstant):

When effective stress on a normally consolidated clay is increased from 25 kN/ m² to 50 kN/m², settlement becomes 5 mm. If the stress is increased to 175 kN/ m², settlement will increase to (assuming coefficient to volume decrease to be constant):

When effective stress on a normally consolidated clay is increased from 25 kN/ m² to 50 kN/m², settlement becomes 5 mm. If the stress is increased to 175 kN/ m², settlement will increase to (assuming coefficient to volume decrease to be constant):

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.1P

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Concept explainers

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

When effective stress on a normally
consolidated clay is increased from 25 kN/
m² to 50 kN/m², settlement becomes 5
2
mm. If the stress is increased to 175 kN/
m², settlement will increase to (assuming
coefficient to volume decrease to be
constant):

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