An Experimental Study of the Size Effect on Core Shrinkage Behaviour of Reactive Soils

2021 ◽  
pp. 100709
Author(s):  
S.D.D.A. Gedara ◽  
P.L.P. Wasantha ◽  
B. Teodosio ◽  
J. Li
Keyword(s):  
Experimental Study ◽  
Size Effect ◽  
Shrinkage Behaviour

Experimental study on borehole size effect and prediction of breakout initiation stress

2021 ◽  
Vol 142 ◽  
pp. 104762
Author(s):  
Huasheng Lin ◽  
Joung Oh ◽  
Ismet Canbulat ◽  
Bruce Hebblewhite ◽  
Hossein Masoumi ◽  
...  
Keyword(s):  
Experimental Study ◽  
Size Effect ◽  
Borehole Size ◽  
Initiation Stress

Static size effect of recycled coarse aggregate concrete: Experimental study, meso-scale simulation, and theoretical analysis

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 2996-3012
Author(s):  
Hongyuan Zhou ◽  
Houzhan Zhou ◽  
Xiaojuan Wang ◽  
Wanlin Cao ◽  
Tianyi Song ◽  
...  
Keyword(s):  
Experimental Study ◽  
Theoretical Analysis ◽  
Size Effect ◽  
Coarse Aggregate ◽  
Aggregate Concrete ◽  
Recycled Coarse Aggregate ◽  
Meso Scale

Experimental Study on Size Effect of Plate Load Test in Roadbed Compaction Quality Detection

2011 ◽  
Vol 230-232 ◽  
pp. 367-371
Author(s):  
Xiao Yong Li ◽  
Kang Xu ◽  
Si Yuan Wang
Keyword(s):  
Experimental Study ◽  
Laboratory Test ◽  
Size Effect ◽  
Test Section ◽  
Regression Equation ◽  
Load Test ◽  
Test Results ◽  
Plate Load Test ◽  
Quality Detection ◽  
The One

There are three normal sizes of loading plate as 30 cm, 50 cm, 75 cm in roadbed compaction quality detection. The size effect rule for coefficient of foundation is obtained from the investigation on plate load test results by the experiment in lab. The laboratory test may control well the conditions by building the test section modeling the roadbed. The test section is 15 m by 5m. The diameters of loading plate used is 30cm, 35cm, 40cm, 45cm, 50cm, 55cm, 60cm, 65cm, 70cm and 75cm in the test. The regression equation between coefficients of foundation measured by different size of loading plate has been concluded. It is obtained that the ratio of coefficients of foundation between the plate of 50 cm and 30cm is 1.6 for granule filler, 1.65 for grind filler, and the one between the plate of 70 cm and 30cm is 2.17 for granule filler, 2.3 for grind filler.

scholarly journals Experimental study on particle size effect on mechanical behaviour of dense calcareous sand

2020 ◽  
Vol 43 (4) ◽  
pp. 567-574
Author(s):  
Du-min Kuang ◽  
Zhi-lin Long ◽  
Jie Wang ◽  
Xu-tong Zhou ◽  
Piao-yi Yu
Keyword(s):  
Experimental Study ◽  
Particle Size ◽  
Size Effect ◽  
Mechanical Behaviour ◽  
Particle Size Effect ◽  
Calcareous Sand

scholarly journals Experimental Study on Fracture Mechanics Property and Size Effect of Concrete

1993 ◽  
Vol 4 (2) ◽  
pp. 57-67 ◽  
Author(s):  
Hirozo Mihashi ◽  
Jin-keun Kim ◽  
Kazuki Kirikoshi ◽  
Takeshi Narita
Keyword(s):  
Experimental Study ◽  
Fracture Mechanics ◽  
Size Effect
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