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The invention discloses low-shrinkage cement stabilized soil, and belongs to the technical field of roadbed materials. According to the technical scheme, the cement stabilized soil is mainly prepared by compounding soil, cement, soil coagulated rock, diatomite and an additive according to the mass ratio of 100: (3-6): (11-15): (9-21): (3-7), and the effect of reducing the dry shrinkage performance of the cement stabilized soil layer is achieved.
本申请公开了一种低收缩水泥稳定土,属于路基材料技术领域,其技术方案要点是,所述水泥稳定土原料主要由土、水泥、土凝岩、硅藻土、外加剂以100:(3‑6):(11‑15):(9‑21):(3‑7)的质量比复配而成,达到降低水泥稳定土层的干缩性能的效果。
The invention discloses low-shrinkage cement stabilized soil, and belongs to the technical field of roadbed materials. According to the technical scheme, the cement stabilized soil is mainly prepared by compounding soil, cement, soil coagulated rock, diatomite and an additive according to the mass ratio of 100: (3-6): (11-15): (9-21): (3-7), and the effect of reducing the dry shrinkage performance of the cement stabilized soil layer is achieved.
本申请公开了一种低收缩水泥稳定土,属于路基材料技术领域,其技术方案要点是,所述水泥稳定土原料主要由土、水泥、土凝岩、硅藻土、外加剂以100:(3‑6):(11‑15):(9‑21):(3‑7)的质量比复配而成,达到降低水泥稳定土层的干缩性能的效果。
Low-shrinkage cement stabilized soil
一种低收缩水泥稳定土
LI JUNCHAO (Autor:in)
08.10.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
C04B
Kalk
,
LIME
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