Table 5 Statistical analysis of the fitted models, reporting the p values for the model variables.

From: Designing sustainable cement free compositions with rice husk ash to improve mechanical performance in next generation ecoblocks

   

Coefficients

Standard error

t statistic

p-value

Ultimate strength

Linear model

Intercept

2.0778

0.1555

13.3631

1.446 × 10−8

  

RHA content

0.0545

0.0133

4.0868

1.508 × 10−3

 

Quadratic model

Intercept

1.7704

0.1566

11.3070

2.139 × 10−7

  

RHA content

0.1615

0.0366

4.4098

1.046 × 10−3

  

RHA content squared

−0.0053

0.0017

−3.0433

1.118 × 10−2

Young’s modulus

Linear model

Intercept

130.8201

14.6625

8.9221

1.210 × 10−6

  

RHA content

−0.5313

1.2576

−0.4225

6.801 × 10−1

 

Quadratic model

Intercept

122.0766

19.6184

6.2225

6.506 × 10−5

  

RHA content

2.5117

4.5877

0.5475

5.950 × 10−1

  

RHA content squared

−0.1514

0.2191

−0.6910

5.039 × 10−1

Yield stress

Linear model

Intercept

1.8569

0.1187

15.6428

2.403 × 10−9

  

RHA content

0.0498

0.0102

4.8922

3.708 × 10−4

 

Quadratic model

Intercept

1.6530

0.1313

12.5909

7.087 × 10−8

  

RHA content

0.1208

0.0307

3.9340

2.336 × 10−3

  

RHA content squared

−0.0035

0.0015

−2.4081

3.473 × 10−2

Plastic work

Linear model

Intercept

0.3415

0.0248

13.7686

1.031 × 10−8

  

RHA content

0.0085

0.0021

3.9942

1.780 × 10−3

 

Quadratic model

Intercept

0.3084

0.0302

10.2231

5.928 × 10−7

  

RHA content

0.0200

0.0071

2.8351

1.622 × 10−2

  

RHA content squared

−0.0006

0.0003

−1.6989

1.174 × 10−1