Production process for producing flow-state self-compacting backfill solidified soil by using solidifying material, application and equipment thereof
A solidification material and production process technology, applied in soil protection, filling, solid waste management, etc., can solve problems such as poor economic benefits, uneven mixing of mechanical equipment, large footprint of processing equipment, etc., to save resources Effect
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Embodiment 1
[0057] Embodiment 1: according to the following material proportions, prepare fluid state self-compacting backfill solidified soil:
[0058] Sand, 75%;
[0059] Catalyst (air-entraining agent, naphthalene-based water reducing agent, expansion agent), 7.92%;
[0060] Curing agent (hydroxypropyl methylcellulose), 0.08%;
[0061] Auxiliary cementitious material (Portland cement), 17%;
[0062] Water: about 15% of total mass
[0063] Slump: 250mm
[0064] Compressive strength test: The best moisture content is the static pressure test, the degree of compaction is 96%, the standard curing, the average unconfined compressive strength is 1.23Mpa at the age of 7 days and the unconfined compressive strength at the age of 28 days is 1.23Mpa. The average limit compressive strength is 3.04Mpa.
Embodiment 2
[0065] Embodiment 2: according to the following material proportions, prepare fluid state self-compacting backfill solidified soil:
[0066] Sand, 75%;
[0067] Catalyst (air-entraining agent, polycarboxylic acid-based water reducing agent, expansion agent), 7.92%;
[0068] Curing agent (hydroxypropyl methylcellulose), 0.08%;
[0069] Auxiliary cementitious material (Portland cement), 17%;
[0070] Water: about 15% of total mass
[0071] Slump: 258mm
[0072] Compressive strength test: The best moisture content is the static pressure test, the degree of compaction is 96%, the standard curing, the average unconfined compressive strength at 7 days of age is 1.14Mpa and the average of unconfined compressive strength at 28 days of age is 1.14Mpa. The average limit compressive strength is 2.84Mpa.
Embodiment 3
[0073] Embodiment 3: prepare fluid state self-compacting backfill solidified soil according to the following material ratios:
[0074] Sand, 75%;
[0075] Catalyst (air-entraining agent, naphthalene-based water reducing agent, expansion agent), 7.92%;
[0076] Curing agent (hydroxypropyl methylcellulose), 0.08%;
[0077] Auxiliary cementitious materials (Portland cement, fly ash), 17%;
[0078] Water: about 15% of total mass
[0079] Slump: 254mm
[0080] Compressive strength test: The best moisture content is the static pressure test, the degree of compaction is 96%, the standard health care, the average unconfined compressive strength at 7 days of age is 0.98Mpa and the average of unconfined compressive strength at 28 days of age is 0.98Mpa. The average limit compressive strength is 2.65Mpa.
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