摘要
采用非饱和土理论推导了在特定条件下加筋膨胀土挡土墙的承载力公式,并以室内模型试验为例进行了验证,说明了该推导公式具有一定的参考价值,为治理膨胀土问题提供了一种新的途径。
Using the theory of unsaturated soil deduced the bearing capacity formula of reinforced expansive soil retaining wall under specific conditions, made checking take indoor model test as for example, showed the derivation formula had certain reference value, provided a new way for governaneing expansive soil problem.
出处
《山西建筑》
2011年第24期67-69,共3页
Shanxi Architecture
关键词
加筋土
膨胀土
挡墙
承载力
reinforced soil, expansive soil, retaining wall, bearing capacity
