剪切裂缝导流能力理论和实验的研究表明剪切裂缝导流能力有限。
Through to the shear fracture conductivity theory and experiment's research indicated that shear fracture conductivity is limited.
在实际工程中，钢筋混凝土连续梁发生弯曲裂缝或剪切裂缝之后，支座反力将重新分配。
The support reaction will be reallocated after the appearance of bend and shear crack of a reinforced concrete continuous beam in the practice project.
相反，裂缝密度在断层和剪切带附近增加。
Instead, fracture densities increase in the vicinity of faults or shear zones.
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