Estimate the total settlement of the clay layer if the load distribution is for abuilding which exerted a load of 200KN/m² on a footing (20*20m).groundwater levelClay layerdry density (15KN/m30.70.650.60.550.50.45200KN/m2w w w w w w w w ↓↓0.40Sand layersat density (20KN/m3Rock layer (impermeable)50100150p, KN/m2200GS3m2m250300

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Estimate the total settlement of the clay layer if the load distribution is for a building which exerted a load of 200KN/m² on a footing (20*20m). groundwater level Clay layer 0.7 dry density (15KN/m3 0.65 0.6 0.55 0.5 0.45 0.4 200KN/m2 0 ww wv v Sand layer sat density (20KN/m3 50 Rock layer (impermeable) 100 150 P, KN/m2 GS 200 3m -2m 250 300

Estimate the total settlement of the clay layer if the load distribution is for a building which exerted a load of 200KN/m² on a footing (20*20m). groundwater level Clay layer 0.7 dry density (15KN/m3 0.65 0.6 0.55 0.5 0.45 0.4 200KN/m2 0 ww wv v Sand layer sat density (20KN/m3 50 Rock layer (impermeable) 100 150 P, KN/m2 GS 200 3m -2m 250 300

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.10P: The soil profile at a site consists of 10 m of gravelly sand underlain by a soft clay layer. The...

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