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During a series of temperature cycles, there are critical temperature value successive displacement. Frost heaving and thaw settlement for slope soil surface are calculated and analyzed by applying self-design model triangle frame.

应用自行设计的变形测量装置对斜坡土体表面冻胀和融沉进行了计算和分析,得出冻土斜坡的融沉变形远远大于冻胀变形的结论,与青藏公路沿线多年冻土地区公路路基变形观测结果一致。

In view of the above, a series of Rock-Filling Embankment FWD test method was offered from test method to the treatment method of test data.

据此,本文从测试方法到测试数据的处理,提出了填石路基FWD测试的整套方法。

The program is that nearby elevation 175m water line building stone shore protection, along the road in region (2) and (3) building stone retaining wall and slide-resistant pile protecting road bed, and shooting concrete protecting the exposed rock, in the water front fine sand using gabion and earth fabric pillow, the mixed earth region using vegetation and slab stone .

主要治理方案为:175m水位线附近采用干砌片石护岸,区域(2)、区域(3)范围内的沿江公路采用浆砌片石挡墙和抗滑桩结构保护路基,裸露岩石(来源:A8aBC论文网www.abclunwen.com)采用喷射混凝土防护,江边细沙采用石笼和土工织物枕防护,杂填土区域采用植被和片石防护,并对重力式挡墙和抗滑桩方案进行了初步设计。

The conclusion is that the post-construction settlement of subgrade can be efficiently reduced by gapped pile foundation.

结论表明,预留净空桩基础可以有效的减小路基工后沉降。

Based on the simulation of Section DK84+050, the application of gapped pile foundation in subgrade was researched and the comparison with practical project simulation was made. Furthermore, the development of the settlement of ground, the stress of soil and pile and dissipation of pore pressure was also studied.

在DK84+050断面模拟的基础上,研究了预留净空桩基础在路基中的应用,并与实际工程的模拟进行了对比分析,研究了地面沉降发展情况、桩土应力发展情况及孔压消散的发展。

This article through afforests the analysis to the highway which plans and designs, through to the road two sides, garrulously falls Taiwan, the roadbed side slope, the medial strip as well as the grade separation area, the service area and so on the vertical type afforested region carries on the different afforested layout, explores the way for the road environmental protection construction which continues to be possible to develop.

本文通过对高速公路绿化规划与设计的分析,通过对公路两侧、碎落台、路基边坡、中央分隔带以及立交区、服务区等立地类型的绿化区域进行不同的绿化布局,为公路环保化建设探索出一条持续可发展的途径。

Based on analysis of the factors affecting subgrade local scour along the river such as condition of stream,condition of bed form,geometric boundary condition of river,water depth and speed of every section,scour depth of parapet,the progress of scour and the form of stream near parapet were observed through the way of field model experiment.

在对沿河路基局部冲刷影响因素如水流条件、河床沙条件和河流几何边界条件等进行分析的基础上,通过野外模型试验,观测了河流各断面的水深、流速、护墙的冲刷深度和冲刷的发展过程及护墙附近的水流形态。

Eliminating the incoordinate deformation between the existing subgrade and the widening one is one of the unsettled issues in road-widening engineerings.

道路拓宽工程中,解决新老路基之间的不均匀沉降是道路工程中的一项难题。

Among high-level road-widening engineerings in plane soft foundation area,the little incoordinate deformation between the existing subgrade and the widening one will lead distresses.

平原软基地区高等级公路拓宽时,新老路基间微小的差异变形就会导致产生相关病害。

Many roadbed settlement observation tests are carried out to provide valuable data for littoral expressway design and construction.

许多公路部门都进行了规模较大的路基沉降观测试验工作,为沿海高等级公路设计与施工提供了可贵资料。

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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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