Abstract：
In order to study the mechanical properties of a new type of recoverable anchor cable under soft soil condition, field tests were carried out on. The design of the test anchor cable is reasonable in structure, and has been applied for patent. The construction technology of the anchor cable is mature and reliable. In this experiment, a new type of pressure dispersing anchor cable is adopted, which is constructed by common drilling, end high-pressure rotary jet enlargement and two grouting. A total of 3 1 sets of tests were carried out, and the maximum pull-out force, load displacement curve and recovery performance were verified by the basic tests under multi cyclic loading. The mechanical properties of the new type of pressure dispersive anchor cable are explored, and the test data play a guiding role in the construction of the anchor cable.
ZHANG Fu-rong,JIANG Mu,LIU Su-jun et al. A basic experimental study on a new type of pressure dispersed anchor cable[J]. Architecture Technology, 2018, 49(10): 1042-.
