Advances in Civil Engineering / 2019 / Article / Tab 2

Research Article

Analysis of Factors Influencing Stability of Overlying Soil Layer on Thin Bedrock Based on Crack Development-Closure Test

Table 2

Experimental schemes for the crack development-closure state of soil layer.

Experiment numberColumn12345678910111213Scheme number
FactorCcClCc × ClCwCc × CwCl × CwωCc × Cω

11111111111111Cc10 Cl5 Cw1ω15
21111222222222Cc10 Cl5 Cw2ω20
31111333333333Cc10 Cl5 Cw3ω25
41222111222333Cc10 Cl10 Cw1ω20
51222222333111Cc10 Cl10 Cw2ω25
61222333111222Cc10 Cl10 Cw3ω15
71333111333222Cc10 Cl15 Cw1ω25
81333222111333Cc10 Cl15 Cw2ω15
91333333222111Cc10 Cl15 Cw3ω20
102123123123123Cc11 Cl5 Cw1ω25
112123231231231Cc11 Cl5 Cw2ω15
122123312312312Cc11 Cl5 Cw3ω20
132231123231312Cc11 Cl10 Cw1ω15
142231231312123Cc11 Cl10 Cw2ω20
152231312123231Cc11 Cl10 Cw3ω25
162312123312231Cc11 Cl15 Cw1ω20
172312231123312Cc11 Cl15 Cw2ω25
182312312231123Cc11 Cl15 Cw3ω15
193132132132132Cc13 Cl5 Cw1ω20
203132213213213Cc13 Cl5 Cw2ω25
213132321321321Cc13 Cl5 Cw3ω15
223213132213321Cc13 Cl10 Cw1ω25
233213213321132Cc13 Cl10 Cw2ω15
243213321132213Cc13 Cl10 Cw3ω20
253321132321213Cc13 Cl15 Cw1ω15
263321213132321Cc13 Cl15 Cw2ω20
273321321213132Cc13 Cl15 Cw3ω25

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