The invention discloses a
physical model test device and method for testing the anti-pulling performance of a non-soil-squeezing precast
pile foundation. The method comprises the following steps that firstly, a model box is manufactured; secondly, a model
pile is manufactured; step 3, filling soil; fourthly, the model
pile is put in; fifthly,
cement paste is injected into the bottom of the model pile for bottom sealing; sixthly, a grouting
system and a vacuum drainage
system are connected; seventhly, pile side grouting is conducted; 8, maintaining the grouting body; ninthly, a sensor and a jack are installed; 10, simulating underground water; and eleventhly, the anti-pulling performance of the large-
diameter non-soil-squeezing precast pile is tested. Compared with the prior art, the device has the advantages that the device is low in manufacturing cost, easy and convenient to use, simple and convenient in
machining technology, simple and safe in structure, convenient to carry and capable of being repeatedly used; the method has the advantages of high implementability, simple and clear design steps, safe and reliable execution process and high control precision, and can be suitable for various application scenes; the device can simulate the influence of soil
layers with different physical properties, underground
water flow velocity, position, number and
diameter of
grout outlets, different grouting processes and parameters such as static
pressure grouting and high-pressure jet grouting, and different construction processes on the anti-pulling performance of the anti-pulling pile.