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As the frame of power transformation generating line is well adapted to the load, but not to the settlement, the vacuum preloading method is introduced as one of the most appropriate and economic way to the ground treatment in electric substation.

在软土地基处理中,真空预压法的应用日益广泛,由于变电管型母线构架对承载力要求不是很高,而沉降控制要求较高,因此变电所地基处理中真空预压法是一种经济合理的处理方法。

This paper firstly adopts the experiment of analog simulation to studying the stability of the building foundation with goaf.

对于老采空区在建筑物荷载作用下的地基稳定性评价、采空区地基处理范围的界定等方面的研究成果甚少,尚未见系统的研究报道。

Based on the research results of forth a goer, the interaction of soil-pile-structure on the condition of earthquake has been investigated.

本文在总结前人研究成果的基础上,研究了横观各向同性场地地基中地震作用下地基基础与上部结构之间的相互作用。

The result coheres with the ground deformation rule in existence. Compared with the other methods, it is more convenient and efficiency.

研究表明改进扎列茨基解求解结果与地基变形规律相符合,且计算简便,是一种求解地基变形的有效方法。

We must deal with the crude soft soil artificially in order to meet the demand of groundsill intension, distortion and anti-seismic etc.

为了满足地基的强度、变形和抗震等要求,必须对天然的软弱土地基进行人工处理。

The numerical calculation show that load transfer and settlement of composite groundsill is affected by the thickness and modula of soil layer .

计算结果表明,在进行复合地基载荷试验时,载荷板下的垫层厚度及变形模量会对复合地基的荷载传递特性以及沉降产生影响。

If we make the paper like a building, this chapter is just like the groundsill. Only if we have a deep-set groundsill the building will be fastness.

如果把写论文比作"盖房子",第二章的内容就是本文的"地基",只有"地基"打得深,打得牢,我们后面的研究分析才有意义,我们的"房子"——才能够经得住考验。

The result shows that designing the oil tank foundation with the compond groundsill and sand pile is much more economical and credible.

针对松散砂性地基上的油罐基础,通过一个工程实例,对两种基础设计方案进行了比较,确认了采用复合地基砂石桩法更为经济可靠。

With the reference of characteristic and requirements of soil static pre-loading,the groundsill was statically preloaded after- raft foundation work.

通过借鉴土体预压法的特点和要求对筏板基础施工后的地基进行静载荷预压,在确保筏板基础安全稳定的同时,固化了土体,有效地消除了地基基础在上部荷载作用下的过大变形,其工程经验具有一定的参考价值。

The elasticity of groundsill in engineering range varieties, the laws of effects on the distribution laws of seismic displacements and stresses in overflow section of gravity dam from the elasticity of groundsill are studied.

在工程常见的范围内变动坝基弹模,研究地基刚度变化对溢流坝动力特性及地震反应的影响规律,对水工建筑物规范建议采用刚性地基的观点提出了质疑。

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呼气,收缩臀部肌肉;拱起身体,尽量抬起头来,右腿伸直朝向天花板(膝微屈,以避免肌肉紧张)。

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