Effect of water contents and initial crack lengths on mechanical properties and failure modes of pre-cracked compacted clay under uniaxial compression
Effect of water contents and initial crack lengths on mechanical properties and failure modes of pre-cracked compacted clay under uniaxial compression
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DOI:
10.1016/j.enggeo.2022.106593
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发表时间:
2022-03
影响因子:
7.4
通讯作者:
Taiki Shimbo;Chisato Shinzo;Ukyo Uchii;Ryota Itto;Y. Fukumoto
中科院分区:
文献类型:
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作者:
Taiki Shimbo;Chisato Shinzo;Ukyo Uchii;Ryota Itto;Y. Fukumoto
This study investigated the effect of different water contents (w) and initial crack lengths on the mechanical properties (i.e., the unconfined compressive strength (UCS), deformation modulus, and mode II fracture toughness (KIIC)) and failure modes of pre-cracked compacted clay under uniaxial compression. In this study, 44 intact specimens and 72 pre-cracked specimens with different water contents (18%, 23%, and 28%) and initial crack lengths (0, 15 and 20 mm at 45°, i.e., the angle at which the maximum shear stress acts on the initial crack surface). The results showed that the UCS decreased with a long initial crack or high-water content. In contrast, the deformation modulus depends on water contents, but not on the initial crack length.KIICwas calculated. It was found to depend on the water content. Empirical correlation formulas betweenKIICvs.wandKIICvs. UCS were obtained. Furthermore, the failure modes of the compacted clay were classified into five types. In some specimens, wing cracks propagating from the initial crack disappeared due to contact and gliding of the crack surface by the shear stress, and only secondary cracks were observed at failure.