02-07-2014 дата публикации
Номер: CN103898891A
Принадлежит:
The invention discloses a vacuum preloading envelope wall. The envelope wall is formed by adopting cement-soil mixed piles which are formed by mixing cement mixed slurry and undisturbed soil according to a water cement ratio (weight ratio) of 1.95, the cement mixed slurry comprises cement, bentonite and sodium carbonate, mixing quantity of the cement is 5% of weight of the undisturbed soil of each pile, mixing quantity of the bentonite is 0.8% of the weight of the undisturbed soil of each pile, mixing quantity of the sodium carbonate is 0.04% of the weight of the undisturbed soil of each pile, and proportion of the undisturbed soil is determined according to on-site soil borrowing. The invention further discloses a construction method of the vacuum preloading envelope wall. By adopting the above formula, sealability of the vacuum preloading envelope wall can be guaranteed, cracking can be avoided, and certain strength can be provided to meet requirements on bearing capability of common ...
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