Strong ramming semi-replacement construction technique
A construction technology and a technology for ramming pits, which are applied in the field of dynamic compaction semi-replacement construction technology, can solve problems such as being unsuitable for general cohesive soil and collapsible loess foundation, etc., and achieve the effect of good application prospects.
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[0019] 1. Parameter Design
[0020] 1.1 point rammer
[0021] 1 Determine the energy level according to the processing depth requirements.
[0022] 2. According to the energy level, determine the distance between the tamping points and the form of the points. The equilateral triangle is the best, followed by the square. Generally, the ramming distance is 4.0m for 2000kN·m; 4.5m for 3000kN·m; 5m for 4000kN·m; 5m for 5000kN·m, and 5.5m for 6000kN·m.
[0023] 1.2 Retamping
[0024] Re-ramming is carried out at the origin of point ramming, and the energy level is 1 / 2 of point ramming.
[0025] 1.3 full ram
[0026] The full ramming energy level is determined according to the point ramming energy level, 1000-1500kN·m is selected below 4000kN·m; 2000kN·m is selected above 4000kN·m.
[0027] Full tamping uses tamping stamps to match 1 / 4 hammer diameter, which can be completed in one pass or two passes.
[0028] The number of single hits is generally 3 to 6 hits. When the design...
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