Table 2

Stress–strain model parameters for the gypsum rock

Vipulanandan pq model (Equation 5)β model (Equation 6)
Confined water pressure: MPaSoaking time: dGC: %σc: MPaϵc: %pqRMSE: MPaR2σc: MPaϵc: %βRMSE: MPaR2
Field sample096·0 ± 0·419·6 ± 0·90·38 ± 0·011·81 ± 0·20·84 ± 0·020·2040·9919·8 ± 1·30·38 ± 0·023·38 ± 10·4430·99
03593·6 ± 0·612·1± 10·53 ± 0·021·5 ± 0·11·13 ± 0·010·1340·9912·4 ± 1·50·55 ± 0·033·12 ± 1·30·3300·99
10589·5 ± 0·46·3± 1·50·41± 0·011·1 ± 0·11·30 ± 0·020·0510·995·2 ± 1·60·42 ± 0·012·55 ± 1·20·2370·98
0·203593·0 ± 0·57·8 ± 20·49 ± 0·031·3 ± 0·20·67 ± 0·030·0660·997·8 ± 2·10·46 ± 0·053 ± 1·10·1900·99
10587·1 ± 0·64·2 ± 1·30·33 ± 0·011 ± 0·120·47 ± 0·040·0540·994·2 ± 1·60·32 ± 0·032 ± 1·120·1110·99
0·353592·9 ± 0·86·4 ± 20·40 ± 0·031·32 ± 0·140·87 ± 0·020·0680·996·4 ± 2·10·41 ± 0·042·57 ± 1·30·1460·98
10586·7 ± 0·43·6 ± 1·30·34 ± 0·011·2 ± 0·20·97 ± 0·030·0250·993·6 ± 1·70·35 ± 0·032·41 ± 1·50·1030·99
0·503592·4 ± 0·24·9 ± 1·60·35 ± 0·021·70 ± 0·10·70 ± 0·010·0580·994·9 ± 1·80·36± 0·022·22 ± 1·30·1330·98
10585·0 ± 0·62·0 ± 1·30·31 ± 0·010·8 ± 0·150·56 ± 0·020·0390·993·2 ± 1·50·30 ± 0·022·35 ± 1·40·0650·99

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