侧向土压力 meaning in English
lateral earth pressure
lateral earth presure
lateral soil pressure
Examples
- Lateral earth pressure
侧向土压力 - The theoretical model on reinforced earth retaining wall was given . 5 . a lateral displacement analysis model about reinforced earth retaining wall that treats the wall ' s face panel as an elastic foundation beam has been presented
在楔体破坏的基础上，探讨了加筋土支挡结构的侧向土压力分布规律，建立了一种加筋土支挡结构侧向变形分析的理论模型。 - Some beneficial results of the csnw ' s behaviors are gotten . main research contents as follows : ( 1 ) the four destruction models and respective stability analysis methods are discribed in this paper , whose working mechnism and calculating methods are given . in addition , some defects of every method are also discussed ; ( 2 ) on the basis of traditional active soil pressure method and expirical siol pressure method , the calculating model of the laternal earth pressure which is a tetragon with the largest value in the center side is addressed
主要工作如下： ( 1 )本文给出了复合土钉墙的稳定性分析方法，该方法介绍了复合土钉墙的四种破坏类型，分析了每种破坏类型的受力机理，并给出了相应的计算方法和计算方法中的一些不足； ( 2 )在传统的主动土压力和经验土压力的基础上，建立了土钉墙中间大、上下小的四边形状分布的侧向土压力的计算模式。 - There are no calculation analysis methods for it and the design main depends on experience . the behind schedule theories research obstructs the csnw ' s further development . therefore , the thesis focuses on this topic and following foundamental studies on the relate issues are performed . on the soil nailing and composite research foundation , according to csnw ' s present research condition and the engineering effective demand , the stability of csnw is studied systematically by methods of theories research and case research
理论研究的落后制约了复合土钉墙支护的进一步发展，因此，在前人对土钉及复合土钉研究的基础上，根据目前复合土钉墙支护的研究现状和工程的实际需要，本文针对当前深基坑支护中广泛应用的土钉墙及设计计算理论与设计方法，采用理论研究、工程实例相结合的方法，对土钉拉力和边坡的侧向土压力进行了分析研究。 - The authors suggest : the internal force ' s value is rational if the coefficient of lateral resistant force is one - forth to one - sixth of tests value , or the coefficient of lateral soil pressure is bigger than the coefficient of earth pressure at rest , or the lateral resistant force is computed together with the lateral earth pressure
提出如将抗力系数取?实验值1 / 4到1 / 6 ，或土压力系数稍高于静止土压力系数，将侧向抗力和侧向土压力综合?虑，内力计算结果将是合理的。