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Fracture toughness (KIC) is a very important parameter to evaluate fracture behavior of materials. Three-point bending (TPB) test on a single edge cracked beam (SECB) is often used to determine the value of KIC of soils. Depth of initial crack (a) of the SECB specimen may affect the tested value of KIC, limit of crack depth is therefore necessary in order to obtain the value of KIC. In this study,...
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