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Finally, on the base of discussing the value of module resilience, the pavement deflection of road surface caused by the the changing module of resilience is analyzed, by means of the two-circle load multilayer elastic system.

最后,在探讨路基回弹模量取值的基础上,利用双圆荷载弹性层状体系理论,计算路基模量变化对路面结构表面弯沉的影响。

The relation between the strength and depth is linear before and after consolidation. The strength-increasing rate was different in different horizontal places.

排水固结前后淤泥路基强度基本随深度增加线性增长,淤泥路基排水固结过程中,水平方向的抗剪强度增长速度不同。

In this paper, the performance of cement lime stabilized soil was studied by means of experimental road tests.

针对上海地区湿软粘土的路基条件和多雨的气候特征,提出采用水泥石灰综合处治路基的技术措施,并对水泥石灰土的路用性能进行了室内试验与现场测试研究。

The roadbed design of basic content is determining roadbed side slope form and slope.

路基设计的基本内容,就是确定路基边坡的形状和坡度。

Under the indoor large scale test, the resilient modulus of pavement and it's fatigue life are reduced respectively. Meanwhile the reduction is obviously smooth by glass fiber grid reforcement in asphalt pavement.

室内足尺试验研究表明,在发生路基不协调变形后,新路基处的沥青路表当量回弹模量和疲劳寿命均有不同程度的下降。

Foundation of the express railway is the key and weak link in safety system.

路基是高速铁路安全系统的关键和薄弱环节,建在软土上的高填路堤边坡是否稳定,更是直接关系到路基乃至整个高速铁路系统的安全,采用桩—网复合地基形式修建高路堤是一个好办法,这种路堤形式尚不多见。

In addition, the different effects under the different layer numbers of geosynthetics and heights of embankments are studied.

计算结果表明,采用土工合成材料不仅可以有效地减小路基顶面的差异沉降和水平位移,而且使得路基反射到路面的平均应力更小且分布均匀。

Result shows that the accumulative thawing settlement is twice more than the frost heave.

对某一典型路基第30年的变形进行了预测,结果显示路基的累计融沉量在冻胀量的两倍以上。

According to several diseases caused by seasonally frozen soil subgrade,this paper discussed the seasonal permafrost roadbed on the causes,and introduced several methods to resolve the frost heave disease briefly.

根据季节性冻土地段路基出现的几种病害,论述了季节性冻土路基产生的原因,简要地介绍了几种解决冻胀病害的方法。

It is indicated that the rainfall seepage is controlled to the embankment in superficial layer, the influence of precipitation and evaporation are weaken, the deformation values of the frost heave are decreased in the horizontal plastic drain embankment.

水平排水板在冻土路基工程中,可以有效控制雨水量在路堤下的下渗,减小雨水下渗量所带来的多年冻土路基的冻胀变形。

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