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9.18 How can the vertical drains reduce consolidation time?

9.18 How can the vertical drains reduce consolidation time?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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CEN 333 Geotechnical

0.8 0.79 0.78 0.77 0.76 0.75 0.74 0.73 0.72 0.71 0.7 10 100 1000 log o (kPa) 0.79 0.78 0.77 0.76 60 80 100 120 140 160 180 200 o (kPa) 9.18 How can the vertical drains reduce consolidation time? 9.19 How can the preloading method reduce the amount of consolidation settlement? 9.20 Discuss the applicability of the preloading technique to (a) a normally consolidated clay layer, and to (b) an overconsolidated clay layer. Void Ratio, e Void Ratio, e
Transcribed Image Text:0.8 0.79 0.78 0.77 0.76 0.75 0.74 0.73 0.72 0.71 0.7 10 100 1000 log o (kPa) 0.79 0.78 0.77 0.76 60 80 100 120 140 160 180 200 o (kPa) 9.18 How can the vertical drains reduce consolidation time? 9.19 How can the preloading method reduce the amount of consolidation settlement? 9.20 Discuss the applicability of the preloading technique to (a) a normally consolidated clay layer, and to (b) an overconsolidated clay layer. Void Ratio, e Void Ratio, e
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