Clay Slope is often with the objective conditions and geological factors changes, loses its original stability.
土质边坡常因客观条件和地质因素的改变而失去原有的稳定性。
The intensity and stability of high liquid limit clay are not enough strong to be roadbed of speedway.
高液限粘土作为高速公路路基，其强度和稳定性都不能满足工程要求。
Method We carried out dynamic and static evaluation, contrasted compatibility and stability for the selected SSN-3 clay stabilizer.
方法：对筛选的SSN - 3粘土稳定剂的配伍性和热稳定性分别进行了动态、静态评价对比。
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