A large scale model test was carried out to study the variation of lateral swelling pressure of expansive soil acting on retaining wall due to deep inundation.
通过大型模型试验，研究了深层浸水条件下膨胀土挡墙侧向膨胀压力的变化规律。
A site including expansive soil layer with high swelling pressure is chosen to illustrate the influence of thickness and position of expansive soil layer on upheaval deformations.
对一个含高膨胀压力的膨胀土层的场地计算了地面上抬变形，以说明膨胀层位置及厚度对地面上抬变形的影响。
On this foundation, the determination method of treatment depth for subgrade paved with expansive soil is proposed based on the relationship of swelling pressure and unloaded expansibility.
在此基础上，建议按膨胀力与零膨胀率的相关性来确定膨胀土路基处置深度。
For the Gaomiaozi bentonite tested here, there is an exponential relationship between swelling pressure and dry density; and dry density is an important factor influencing swelling pressure.
高压实高庙子膨润土的膨胀力和干密度之间存在指数关系，干密度是影响膨胀力的一项重要的因素。
For the Gaomiaozi bentonite tested here, there is an exponential relationship between swelling pressure and dry density; and dry density is an important factor influencing swelling pressure.
高压实高庙子膨润土的膨胀力和干密度之间存在指数关系，干密度是影响膨胀力的一项重要的因素。
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