Recycling method for shield tunneling residual soil
A muck and shield technology, which is applied in the field of shield muck recycling and reuse, can solve the problems of illegal spoil, increase costs, increase shield muck, etc. The effect of reducing build-up problems
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Embodiment 1
[0031] Consists of the following components by mass percentage:
[0032] Cement 3%, soil sample 97%, curing agent 0.03%, make a standard test block, measure its 7d unconfined compressive strength, splitting strength, water stability, dry shrinkage, and temperature shrinkage.
[0033] The measured 7d unconfined compressive strength 1.4MPa, split strength 0.5MPa, water stability coefficient 56%, dry shrinkage strain 53465×10 -6 , 0℃, -10℃, -20℃ temperature shrinkage coefficient is 1.6×10 -6 , 23.8×10 -6 , 31.6×10 -6 .
Embodiment 2
[0035] Consists of the following components by mass percentage:
[0036] Cement 4%, soil sample 96%, curing agent 0.03%, make a standard test block, and measure its 7d unconfined compressive strength, splitting strength, water stability, dry shrinkage, and temperature shrinkage.
[0037] The measured 7d unconfined compressive strength is 1.5MPa, the splitting strength is 0.6MPa, the water stability coefficient is 60%, and the dry shrinkage strain is 53250×10. -6 , The temperature shrinkage coefficients of 0℃, -10℃, -20℃ are 1.5×10 respectively -6 , 22.6×10 -6 , 30.6×10 -6 .
Embodiment 3
[0039] Consists of the following components by mass percentage:
[0040] Cement 5%, soil sample 95%, curing agent 0.03%, make a standard test block, and determine its 7d unconfined compressive strength, splitting strength, water stability, dry shrinkage, and temperature shrinkage.
[0041] Measured 7d unconfined compressive strength 1.6MPa, splitting strength 0.7MPa, water stability coefficient 76%, shrinkage strain 52158×10 -6 , The temperature shrinkage coefficients of 0℃, -10℃ and -20℃ are 1.4×10 respectively -6 , 20.6×10 -6 , 29.8×10 -6 .
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