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The Scientific World Journal
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2014
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Article
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Tab 1
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Research Article
Experimental Research on Creep Characteristics of Nansha Soft Soil
Table 1
Peak strength of consolidated-drained direct shear test under different consolidation pressures.
Consolidation pressure
p
/(kPa)
50
100
200
300
Peak strength of consolidated-drained direct shear test
/(kPa)
29.4
54.6
100.4
147.8