1) post-construction settlement of subgrade
路基工后沉降
1.
The post-construction settlement generated by soft soil decides whether the post-construction settlement of subgrade over soft soil can meet relevant standards.
据研究,路基在列车荷载作用下和路基本体在自重作用下产生的工后沉降是有限的,地基引起的工后沉降决定了路基工后沉降能否满足标准要求。
3) post construction settlement
工后沉降
1.
Discussion on application of preloading method in soft ground post construction settlement;
浅议预压法解决软土地基工后沉降
2.
Estimation of post construction settlement of ground with vertical drains;
竖向排水井地基工后沉降预测
3.
The experimental research of post construction settlement observation of railway roadbed;
铁路路基工后沉降观测的试验研究
4) post-construction settlement
工后沉降
1.
Influence factors on post-construction settlement of high backfills adjacent to abutment;
桥台后高填方路堤工后沉降影响因素分析
2.
Analysis of negative effect of geotextile on long-term stability and post-construction settlement of embankment;
土工合成材料对路堤长期稳定性及工后沉降的负面影响分析
3.
Numerical analysis on post-construction settlement of pile group foundation for Taizhou Yangtze River Bridge
泰州长江大桥群桩基础工后沉降数值分析
5) settlement after construction
工后沉降
1.
Study on the interface height of embankment and bridge for high speed railway based on the settlement after construction of subgrade in soft soil zone;
高速铁路软土路基工后沉降对桥路分界高度的影响研究
2.
Soft ground settlement after construction prediction with flat dilatometer test;
用扁铲侧胀试验计算软基处理工后沉降
3.
In order to keep track even and steady in high speed railway,it is necessary for no embankment settlement after construction;but red beds are easy to collapse and soften,which belongs to stuffing for the third grade.
为了保持轨道的平顺性和稳定性,高速铁路要求路堤的工后沉降为0。
6) residual settlement
工后沉降
1.
Deformation of sheet plate due to residual settlement of pile-net composite foundation;
桩—网复合地基工后沉降的薄板理论解
2.
Three Point Calculation Method of Residual Settlement About Pile-Net Composite Foundation;
三点法推算桩—网复合路基工后沉降量
3.
The pile-supported embankment is a new embankment structure introduced into China recently,which can control the residual settlement of the embankment reasonably and effectively and has a wide application prospect.
桩承式路堤是近年来引入国内的一种合理有效的控制路堤工后沉降的新型路堤结构形式,有着广泛的应用前景。
补充资料：厂区路基
厂区路基
road bed in the factory zone
ehangqu lu]，厂区路基(road bed in the tactory zone’ 厂(矿)区内铁路轨道或道路路面下的底尾飞兰垦然地面起伏不平时，为使路面平顺，在自然地面低于路基设计标高处需要填筑成路堤，而在自然地面高于路基设计标高处需要开挖成路堑。路基必须具有足够的强度和稳定性，在其本身自重作用下不应发生过大的沉降;在车辆动力作用下不应发生过大的弹性变形或塑性变形。路基边坡应能长期稳定而不滑坍。因此，在必要处应修筑路基排水和防护工程，例如排水沟、护坡、挡土结构等。 路墓设计包括路堤和路堑设计，路基排水和防护工程设计以及特殊地区的路基设计。 路堤设计路堤顶面宽度根据铁路轨道道床底宽或公路路面宽加上两侧路肩宽决定。路堤填料要进行选择。按中国铁路和公路部门规定，粗粒无粘性土，细粒含量小于30%的混合土和砂粘土，粘砂土，砂土和轻重砂粘土等宜作路堤填筑材料;轻重粘土和粉质土一般不宜用作路堤填筑材料。路堤边坡在一般情况下采用1:1.5~1:1.75。当地面横坡陡于l:5时，应将原地面挖成宽度不小于lm的台阶。路堤两侧要修筑排水边沟。在多雨和低洼处的路基两侧要修筑护道。跨沟路堤要在底部修筑排水涵洞。土质路堤顶面要设置路拱，石质路堤顶面不设路拱。 路堑设计主要是确定路堑边坡。路堑边坡分:岩石路堑边坡、碎石土类路堑边坡和粘性土路堑边坡。岩石路堑边坡可按平面破坏、楔体破坏、圆弧形破坏或倾倒破坏等形态用力学方法进行稳定性验算确定。较低的路堑边坡可采用工程类比方法确定.碎石土类路堑边坡可用圆弧法或折线法进行稳定性验算确定。粘性土路堑边坡较高时，用圆弧分析法进行稳定桂验算确定。在均质地层情况下，岩石边坡可采用1:。.1一1:1;碎石土类边坡可采1:0.5一1:1.5;粘性土边坡可采用1:士~1:1.5。 路基排水路基沉陷、翻浆冒泥、冻胀凸起、边坡滑坍等病害多与地面水和地下水活动有关。因此，必须修筑地面和地下排水系统，以确保路基稳定。地面排水系统有:(1)在路肩外侧设置路堑侧沟;(2)在路堑边坡顶部以外设置天沟;(3)在路基需要横向排水的陡坡上设置单级或多级吊沟。地下排水系统一般采用渗水暗沟、渗水隧洞、渗水井和渗水管等。 路墓防护路基挡土结构是路基防护的主要措施。常用的挡土结构类型有:重力式挡墙、薄壁式挡墙(悬壁式和扶壁式)、锚杆挡墙、加筋土挡墙和多层锚锭板挡墙。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条