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Through the survey on town site layout, building layout, grounding and adverse ground conditions, revealed six types of towns and villages based site layout form, 3 type of building layout methods, 9 grounding type and their respective characteristics of the disaster in "seven-part mountain, one-part water and two-part field" Zhejiang Province.

在前人对浙江山区农村村镇基址布局、建筑布局、接地方式与不良地基情况的调查和对有&七山一水二分田&之称的浙江省的6种村镇基址布局形式,3类建筑布局方法,9类接地类型总结的基础上,笔者着重分析了它们各自的抗灾特点。

Comparative analysis the reinforcement result of the instantaneous and step by step preloading and the state of setting up the plastics drain board (different spacing or different length). It has offered the objective basis for the research and analysis of the subgrade settlement and the consolidation steadily further.

比较分析瞬时加荷与逐级加荷以及塑料排水板不同设置状态(不同间距时,不同长度时)的加固效果,为进一步研究分析地基压缩沉降和固结稳定以及塑料排水板布置方式的优化设计提供了客观依据。

In this paper,the boundary element method is used in dynamic analysis of semi-infinite foundations.

本文系采用边界单元法对半无限地基进行三维动力分析。

Considering the soil self-weight action,this paper analyzed the developing regularity of plastic zone of soft soil dam foundation by means of non-linear finite element method .

本文在考虑坝基土自重作用下,用非线性有限元法分析了堤坝软土地基的塑流区开展规律。

It is the effective foundation treatment of the deep soft soil ground. The finite element method analysis and the practice indicated that the reinforced foundation section can use composite modulus to computer the settlement, and the settlement of the center of the old road must be analyzed under different conditions.

有限元分析及工程实践表明,对于加固区可采用复合模量法来进行疏桩复合地基的沉降计算,而对于原路中心处应结合原路不同的工况合理选择分析方法,使情况更加接近实际。

This paper focus on the feasibility study on combination of seal and extrusion to hole formation and rammed cement soil pile, and its application on wet and sinking loessial area; gave a research method of bounds replacement rate for eliminating the wet or sinking of loessial area; and study on value access method of bearing capacity parameter for technology calculation.

结合了具体工程实践,本课题的主要研究内容:①研究挤密成孔法与夯实水泥土桩组合的可行性,及在湿陷性黄土地基中的应用;②给出使黄土湿陷性消除的界限置换率研究方法;③对采用此工艺计算承载力时参数的取值方法进行研究。

But some problems of designing including failure model of soils, the design of shape of screw piles, the computation of ultimate load for single screw pile or screw pile group, the reasonable ratio of diameter of lamina to pitch of screws or the distance of laminas were seldom researched.

但目前对于极限荷载条件下螺旋桩基础的地基破坏模式、桩型设计、单桩和群桩极限承载力的计算,以及合理的螺距与叶片直径比等问题的研究尚少,有待进一步完善。

Large diameter GRP sand pipe used in Changjiang Water Diversion Project is paved for the first time in the soft ground.

长江引水三期工程采用大口径玻璃钢夹砂管,是首次在软土地基上敷设。

This paper comprehensively introduces the principle and the role of compacted sand pile in the reinforcement of the soft foundation based on the construction of the second contract section of Bao-Xi Railway,and describes the existing problems and their solutions.

系统地介绍了挤密砂桩加固软弱地基的原理和作用,并结合包西铁路第二标段的实践,阐述了施工中存在的问题及解决办法。

Based on four project cases of vibro casing cast-in-place pile in silty sand foundation, the liquefaction of sand and its consequent pile breaking are analyzed, and suggestions on how to adopt value s of the design parameters of a single pile are presented.

摘要以4个在粉砂地基中均采用振动沉管灌注桩的工程为例,分析了施工中砂土的液化及由此引起的断桩,并对单桩设计参数的取值提出了建议。

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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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