现浇式地下连续墙垂直接缝的二种主要抗剪形式为钢筋型、钢板型。
Reinforcement type and steel plate type are the two principal forms of the vertical shearing joints of the underground diaphragm Wells by casting in place.
将用于桩基检测的动测法，推广应用于地下连续墙纵向接缝刚性和强度的测试。
The method of dynamical measurement which was applied to analysis of pile driving is extended to test and measurement on the stiffness and strength of vertical joints between diaphragm walls.
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