An Experimental Study of Horizontal Bearing Capacity of Vertical Steel Floral Tube Micropiles with Double Grouting

Abstract

This paper examines the performance of a novel technology, vertical steel floral tube micropiles with double grouting. It is the combination of micropile technology and double grouting technology. A large-scale model tank was applied to impart horizontal bearing capacity, and the slope soil pressure and flexural performance of the micropile were investigated under four experimental conditions. The peak grouting pressure during the double grouting process was defined as the fracturing pressure of the double grouting, and it was positively correlated to the interval time between first grouting and secondary grouting. Compared with traditional grouting, double grouting increased the horizontal bearing capacity of the single micropile with the vertical steel floral tube by 24.42%. The horizontal bearing capacity was also 20.25% higher for the structure with three micropiles, compared with a 3-fold value of horizontal sliding resistance. In the test, the maximum bending moment acting on the pile above the sliding surface was located 2.0–2.5 m away from the pile top, and the largest negative bending moment acting on the pile below the slip surface was located 4.0 m away from the pile top. The ultimate bending moment of the single pile increased by 12.8 kN·m with double grouting, and the bending resistance increased by 96.2%. The experimental results showed that the double grouting technology significantly improved the horizontal bearing capacity of the micropile with the steel floral tube, and the soil reinforcement performance between piles was more pronounced. Also, the shear capacity and the flexural capacity were significantly improved compared with the original technology.

Effect of Solidified Depth on the Vertical Compressive Bearing Characteristics of the Soil Continuously Solidified Pile Group Foundation

“…This improves the physical and mechanical properties of soil at the tip and around the pile, thus enlarging the bearing capacity of the pile foundation [21,22]. In the process of grouting, piles and soil between piles form a composite foundation [23] and produce an extrusion effect [24,25], the physical and mechanical properties of the composite foundation inter-pile soil have been greatly improved [26,27]. In addition, new techniques, such as biological grouting, have been increasingly applied to improve the strength of soil between piles [28].…”

Study on Interaction Mechanism of Natural Gas Pipe-Landslide System Reinforced by Micropile Groups Based on Model Test

“…Feng [12] proposed a theoretical calculation formula for landslide reinforcement by perforated pipe micropile. Wang and Shang [13] studied the double grouting technology of the perforated pipe micropile and proved that this technology can effectively improve the bearing capacity of micropile through experiments. Qiang et al and He et al [14,15] have shown that the perforated pipe micropile has a beneficial effect on controlling the displacement of landslide soil, and high pressure grouting can improve the horizontal ultimate bearing capacity of the perforated pipe micropilereinforced landslide.…”