填方

介绍了国外一种承包工程中采用的高斯（CROSS）方程计算挖方或填方的方法。

The text introduces a method to calculate cutting or earth fill by CROSS equation adopt on forming project abroad .

Rayleigh波在山区高填方机场地基测试中的应用研究

Applied Research on Rayleigh Wave Used in Foundation Testing of Deep Fill Airport in Mountainous Area

不对称V形沟谷填方路基病害分析

Analysis of Defect in Backfill Subgrade in Asymmetric " V " Ditch

EPS轻质路堤在桥台软基填方工程中的应用研究

A Research on the Application of Expanded Polystyrene Light Embankment in Abutment Soft Foundation Filling Engineering

三峡库区V形冲沟内高填方路基、拦渣挡墙的设计与思考

Design and Consideration of " V " - shaped Gully with High Filling Roadbed and Debris Retaining Wall in the Three Gorges Reservoir Area

同时将割线模量计算沉降的方法应用到高填方自身作用下的最终沉降计算中，通过与应用e～p曲线计算的结果进行比较，其误差在允许范围之内。

The secant modulus is used to calculate final settlement of high-stacked soil , compared with the result of e ~ p curve , the error is in the limit of tolerance .

采用EPS超轻质材料填筑路堤，通过与其他处理方式比较，结果表明，EPS材料在深厚软土地基低填方路堤中具有良好经济性和处理效果。

EPS have better economy and treating effect than other disposing methods in deep soft ground and low filling barrier .

运用灰色理论，对铁路高填方路基的沉降进行预测，建立了GM（1,1）预测模型。

According to the gray theory , a forecasting model of GM ( 1,1 ) about railway high fill embankment is established in the present paper .

AB和DF段主要为填方边坡，边坡的破坏模式为自身的圆弧型破坏或直线型破坏；

Parts AB and DF are the main filling slope , whose failure pattern is self arc failure or beeline failure .

运用灰色理论GM（1，1）模型，对铁路高填方路基的沉降进行预测，建立预测模型，并且运用后验差法进行精度校验；

Applying grey theory GM ( 1,1 ) model , forecast the settlement of railway high fill embankment , and build forecasting model , and using spedfic method verifying the accuracy ;

通过对V形不对称沟谷填方路基、路面病害、排水的调查及路基面波波速测试，对路基失稳原因进行分析，提出处治方法与建议。

Through investigation to " V " shape asymmetric ditch backfill subgrade , pavement defect and water drainage , etc. , this paper gives analyses to cause of subgrade instability and suggests counter measures .

NLK水电站工程跨沟高填方渠道特点及关键技术研究

Study on the Characteristic and Key Technology of High Filled Channel Across Ravine of NLK Hydropower Station

孔洞充填方解石与碳酸盐围岩的氧碳同位素有别，前者的Z值小于120，是反馈淡水岩溶环境的重要标志之一。

The oxygen and carbon isotopes are different for pore space-filled calcite and carbonate rocks as wall rocks : Z values are less than 120 for the former , which may be an important indicator for fresh - water karst environments .

熔融石英及ρ-Al2O3对镁质中间包挡渣墙性能影响研究三峡库区V形冲沟内高填方路基、拦渣挡墙的设计与思考

Influence of Vitreous Silica and ρ - Al_2O_3 on the Performance of the Magnesian Slag Trap in Tundish ; Design and Consideration of " V " - shaped Gully with High Filling Roadbed and Debris Retaining Wall in the Three Gorges Reservoir Area

GH和HI坡顶，局部地方有少量覆土，可能局部发生土溜，还有一些地段存在填方，填方土体高度在2～10m，可能发生沿基岩面的滑移破坏，以及自身的圆弧型及直线型破坏。

On the peak of the part GH and HI . , there is a little of soil , will happen soil slide . Height of filling is 2m to 10m , will break and slip alone the rock plane or failure self arc or beeline failure .

为了揭示桥台后高填方路堤工后沉降的影响因素，应用ABAQUS有限元程序建立了沿桥台纵向的平面应变计算模型，对回填材料进行了相关参数的沉降敏感性分析。

In order to analyse the post-construction settlement rules of high backfills adjacent to ( abutment ,) a plane-strain numerical model was presented by ABAQUS / standard finite element code , the influence degrees of backfills parameters on settlement were studied .

以九寨黄龙机场104m高填方体为工程背景，研究了砂砾石填料压缩蠕变试验与高填方体的相似条件。

By taking the embankment , with a height of 104 m , of Jiuzhai-Huanglong airport as an example , similar conditions of compressional creep tests simulating the high embankment using filling material of sandy gravel were investigated .

当三峡水库蓄水至175m时，填筑体绝大部分处于库水位以下，设计中必须考虑填方体的整体稳定性和湿化变形引起高填方不均匀沉降对直径为70m的氧化沟的不利影响。

When the TGP 's water level arrives at 175m , the most part of the high fill will be submerged , it is necessary for designer to consider the overall stability , the differential settlement and the slaking deformation of the high fill due to wetting .

强夯再压实技术在渝邻路高填方路堤中的应用

Application of Re-dynamic Compaction Technique to High Embankment of Yu-Lin Expressway

浅谈高填方路基的边坡防护设计

Design of side slope protection along side the high fill subgrade

高等级公路高填方路堤填筑技术经济分析

The Economical Analysis of High-Grade Highway High Fill Subgrade Filling Technology

高填方黄土路堤的最优填筑密度分区研究

Research on Distributing Zones of Optimum Density in High Loess Embankment

山区公路高填方路堤安全风险评价研究

Security Risk Assessment on the High Fill Embankment of Mountain Road

桥台后高填方路堤工后沉降影响因素分析

Influence factors on post-construction settlement of high backfills adjacent to abutment

填方土体性状研究及稳定性分析

The Study and Analysis on Behavior and Stability of Embankment Fill

高填方路基挡土墙设计及施工方法浅析

The Design and Construction Method of High Fill Subgrade Retaining Wall

高填方路基的沉降变化规律及其预测方法研究

Study on Settlement Rules and Prediction Method of High Backfill Subgrade

高填方涵洞不同顶板结构的设计对比

Contrast on different types roof designing of high fills ' culverts

湖区高填方路基吹砂填筑施工技术

Filling technology of blowing sand for high embankment in lake area

四区段施工工艺在路基填方施工中的应用

The application of four sections construction craft during roadbed filling construction