lidation settlement 4.Consolidation settlement one year after load application. 200 kPa 4.0m G.S. 1.0 _W.T' -16.0KN/m, SAND 2.0m Tuad17.5KNm. SAND 4.0 Yuturated=18.0kN/m²,W.C=31% CLAY C-0.1,C-0.02,C=2.07m²/yr, O.C.R=2 ROCK
lidation settlement 4.Consolidation settlement one year after load application. 200 kPa 4.0m G.S. 1.0 _W.T' -16.0KN/m, SAND 2.0m Tuad17.5KNm. SAND 4.0 Yuturated=18.0kN/m²,W.C=31% CLAY C-0.1,C-0.02,C=2.07m²/yr, O.C.R=2 ROCK
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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