Title :
Experimental research on fracture toughness II of undisturbed frozen soil
Author :
Liu, Xiao-zhou ; Sun, Qiao
Author_Institution :
Key Lab. for Prediction & Control on Complicated Struct. Syst. of Liaoning Province, Dalian Univ., Dalian, China
Abstract :
Based on the study of fracture toughness II of frozen soil, the application of fracture toughness II is firstly used in undisturbed frozen soil in this paper. Because of undisturbed soil not vibrated and microstructures inside of the soil body not change, it is more realistic and more meaningful than remolded soil in laboratory. In the research, bend test stand was improved at first time, and drawing on prefabricated vertical cracks in rock fracture test to observe the cracks size by coloring. With the observations on layering frost heave of the local soil, the relations of frost heave, melt and time are obtained in different deep soil layers, so that the samples production and test temperature can be controlled strictly. The fracture toughness of four-point bending vertical pre-cracked specimens of test II of undisturbed frozen soil is obtained. Experimental results indicate that the undisturbed frozen soil mechanics experiment is completely available, and it is feasible to measure the crack size with coloring technology, the fracture toughness II of undisturbed frozen soil is also obtained.
Keywords :
cracks; fracture toughness; fracture toughness testing; geotechnical engineering; soil; structural engineering; bend test stand; coloring technology; crack size; four-point bending test; fracture toughness; frozen soil mechanics; layering frost; prefabricated vertical crack; rock fracture test; undisturbed frozen soil; Electronic mail; Laboratories; Rocks; Soil; Sun; Temperature control; Temperature measurement; coloring technology; fracture toughness; layering frost heave; pre-crack; undisturbed frozen soil;
Conference_Titel :
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location :
Hangzhou
Print_ISBN :
978-1-61284-771-9
DOI :
10.1109/ICMT.2011.6003343