介绍探讨运用全站仪对路基边桩进行坐标放样的方法。
The paper conducts a study on the methods for the application of total station instrument in subgrade side pile lofting.
逐点接近法是路基施工前测设边桩最普遍使用的方法。
The approaching method spot by spot is the way generally used in measuring the side pile before the road bed construction.
它是先在横断面图上量得边桩的大致位置，再通过计算逐点逼近设计的边桩的。
The approximate location of the side pile should be first measured in the cross section map, then it will be approached to the designed side pile spot by spot through calculation.
通过编程计算出各中桩边桩坐标，可便于全站仪、GPSRTK的坐标放样。
By program, it would count every middle and side stakes coordinate of GPS, RTK.
介绍了在工程测量中关于缓和曲线放样中曲线边桩坐标和曲线与直线交点坐标的计算方法。
In project measuring about relax curve, the computing method on the coordinate of edge ram by the curve and the meet of curve and straight line is introduced.
基于多个工程的实测数据，对利用测斜仪和边桩对路基侧向位移过程中的局限性进行了考察。
On the basis of the measured values of lateral displacements of some engineering, the limitation of lateral displacement measured by inclinometers and side pilings is analyzed.
根据驾驶模拟器中道路三维视景设计思路，设计一种基于边桩计算的道路三维视景设计方法。
According to the road three-dimensional scene design ideas in driving simulator, a method was been designed in this paper, based on the road center and side stakes coordinate calculations.
本文介绍了极坐标法放样线路曲线中桩及边桩的放样元素的计算，并给出了所编程序的基本框架。
This paper discusses the method of how to calculate the laying-out elements of middle-stake and side-stake of the route curve. And the basic frame of the calculation procedure is also given.
提出一种在导线点上直接放样路线边桩，而无需放样路线中桩的方法，它在生产实践中有很好的效果。
A method of route surveys from traverse stations, without need of center line, is put forward. It demontrates high efficency in practice.
同时，分析单桩复合地基、群桩复合地基荷载传递规律及变形特性的差异，群桩复合地基中内桩、边桩荷载传递规律的差异问题。
Meanwhile the load transfer laws and the deforming characteristics of single pile composite foundation and group piles composite foundation are researched.
本文论述山区新填土边坡采用护坡桩与水平桥架组合基础的设计原理，并以工程实例说明其应用。
This paper deals with the design principles of comosite foundations of revetment pile and horizontal truss for embankment of soil slope in mountain area.
程序中模拟了边坡治理的整个施工过程以及施工结束后边坡条件恶化过程中的桩-土相互作用。
Simulates the interaction between pile and earth during the processes of the whole construction in the protecting landslide and the slope condition is worsened later.
他的大猎犬跳了出来，在栏杆的大理石桩之间看，并把它的头竖向一边。它看上去像是在笑。它正看着我们。
His giant mastiff came bounding out, looked between the marble pilings of the rail, and cocked his head to one side. He seemed to grin. He was looking right at us.
采用钻孔灌注桩、高压旋喷桩及相应配套技术建造混合桩连续墙是边坡加固、保护建筑物的一项重要手段。
To construct the compound pile diaphram using bored piles and jet -grouted piles, and related techniques is an important approach to reinforce the pit wall and protect the building.
在高速公路路基开挖软弱岩层边坡施工中，采用以压力分散型锚索为主、锚管桩和框架梁等联合支护方案。
In the construction of excavated soft rock slope of highway roadbed, applied united shoring method of pressure-diffusing-type anchorage cable, anchored pipe-pipe, frame foundation beam.
通过在相应部位施工钻孔灌注桩，完善相关排水、隔水系统等措施，使住宅和边坡达到稳定。
The dwelling house and the slope are stabilized by construction of piles in pre-bored holes and improvement of dewatering & cut-off drainage measures.
采用钻孔桩及高压旋喷桩与锚索相结合的边坡支护方法，是保护基坑周边已有建筑物安全的一种重要手段。
Using slope shoring method combined borehole pile and high pressure jet grouting pile and anchor is an important mean to protect the safety of the existing buildings around the foundation pit.
拔桩时，在一边振动的情况下，以挖机上提力将桩拔起。
When extracting piles, in the condition of vibration to pull out the pile by using excavator lift force.
针对边坡饱和软土的特殊工程地质条件，对旋喷桩加固处理边坡软土地基进行探讨。
According to the special geological condition, soft soil slope treatment using jet grouting pile was studied.
最后通过一个边坡支护桩滑坡推力分布的工程实例，对该理论分析的合理性进行了说明。
The distribution of landslide can produce diversification. An analysis of the case example indicates the rationality of the cognition present.
并通过对桩-边坡的有限元模拟分析，得出空心截面抗滑桩不仅能满足抗滑结构要求，而且节省材料是一种较为经济的截面形式，为今后空心截面抗滑桩的设计提供一种新的思路。
It is gratified that concrete and steel can be quite saved in the design by using the hollow anti-sliding pile. In consequence, using the new form of piles is economic and cost-effective.
在基坑边壁土压力及其它各种荷载作用下，土钉与桩锚作为一个整体共同抵抗荷载和变形。
With the effect of the foundation pit wall earth pressure and other kinds of loads, the soil-nailing and pile-anchor, as a whole, supports the loads and deformation.
他一点点儿挪动，一直爬到围着自家空地的白篱笆桩边。
He worked his way to the white picket fence bordering their lot.
微型桩是一种常用边坡快速加固手段，多大面积成群布置。
As a kind of measure for fast slope reinforcement, micropiles are always designed as a group.
本文首先介绍了目前几种常用的边坡支挡型式，着重描述了排桩式锚杆挡墙的基本构造。
This article first introduces several common types of slope retaining, described the basic structure of piles anchored retaining wall.
测试不同横向载荷和岩体襟边宽度时桩及基岩的力学特性。
The mechanical behaviour of piles and bedrock was studied under different horizontal loads.
注浆微型桩加固土质边坡失效时，整体上滑动面呈圆弧型，并从坡脚的平台中部剪出。
The slide is circular slip and breach form the flat middle of base of slope when the reinforcement disables.
根据内力测试结果，对基坑短边内不同位置桩、短边与长边内桩的帽梁受力进行了对比分析，得出了平面位置对桩帽梁受力的影响。
The effect of pile's place upon top beam's internal forces by comparing the top beams' stress in short-side with that in the long-side and in the inner-side of short-side was also studied.
最后，比较了两种本构模型在评价边坡稳定性方面的优缺点，得出采用复合本构模型评价树根桩加固边坡的稳定性是完全可行的。
At last, advantages and defects of two constitutive models are compared in evaluating slope stability. The results show that it is possible to adopt...
最后，比较了两种本构模型在评价边坡稳定性方面的优缺点，得出采用复合本构模型评价树根桩加固边坡的稳定性是完全可行的。
At last, advantages and defects of two constitutive models are compared in evaluating slope stability. The results show that it is possible to adopt...
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