Geosynthetic Reinforced Containment Dike Constructed over Soft Foundation: Numerical Analysis - Reinforced Soil Engineering: Advances in Research and Practice - page 279

2 2 32.0 to 2 34.0 42 CH — — — — — — — k h ¼ 6.3e-5 ft/min

k v ¼ 2.3e-5 ft/min

2 2 21.0 to 2 23.0 31 CH — — — — — — — k h ¼ 1.7e-5 ft/min

k v ¼ 7.5e-6 ft/min

2 37.0 to 2 39.0

k ¼ 1.8e-6 ft/min‡ 2 53 CH TC/CU & UC 0.15 18.5 0.33 0.6 0.55 0.897

2 2 22.0 to 2 24.0 48 CH UC — — 0.2 — — — —

2 2 28.5 to 2 30.5 40 CH UC — — 0.15 — — — —

2 2 50.5 to 2 52.5 38 CH UC — — 0.39 — — — —

2 2 68.5 to 2 70.5 35 CH TC/CU & UC 0.04 0 0.06 — — — —

2 2 88.5 to 2 90.5 40 CH UC — — 0.1 — — — —

2 2 28.5 to 2 30.5 30 CH TC/UU 0.2 0.5 — — — — —

TC/CU 0.05 25 — — — — —

2 2 48.5 to 2 50.5 29 MH TC/UU 0.5 0 — — — — —

c 0 ¼ 0 f 0 ¼ 32.5 8

2 2 68.5 to 2 70.5 30 MH TC/CU 0.4 11.5 — — — —

* Data taken from USACE (1985).
† TC ¼ triaxial compression. UC ¼ unconfined compression. UU ¼ unconsolidated undrained. CU ¼ consolidated undrained.
‡ Permeability obtained from consolidation test.