Study of soil arching in piled embankment with FEM;
桩承式路堤土拱效应有限元研究
Simplified method of settlement calculation and its application to piled embankments
桩承式路堤沉降简化计算方法及其应用
The piled embankment is an effective method for controlling the post-construction settlement of embankment which has been emerged recently.
桩承式路堤是近年来发展起来的一种有效的控制路堤工后沉降的方法,具有沉降小,施工方便,质量可靠等优点。
Numerical simulation and comparison of pile-net composite foundation with pile-supported embankment;
桩–网复合地基与桩承式路堤的对比数值模拟
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。
Taking Shen-Su-Zhe-Wan(SJZA) highway as engineering background,in-situ study of pile-supported embankment with pile partially penetrated in soft soils is carried out.
以申苏浙皖高速公路为工程背景,对软土层未打穿的桩承式路堤进行现场实测研究。
Three dimensional simulations on soil arching of piled embankments
桩承式路堤土拱效应的三维数值模拟
Soil arching has significant influence on behaviors of piled embankments.
桩承式路堤土拱效应对路堤的荷载传递和沉降变形性状有重要影响,桩土应力比是评价土拱效应的重要参数。
The analysis of soil arching is the first important issue for the design of piled embankments.
土拱效应分析是桩承式路堤设计时需要解决的首要问题,在总结分析已有现场测试资料及研究成果的基础上,建立能考虑路堤填筑过程与地基土固结相耦合的土拱效应计算模型。
Three dimensional simulations on soil arching of piled embankments
桩承式路堤土拱效应的三维数值模拟
Experimentation Study on Pile-Supported Embankments by Total and Partially Penetrated Soft Clay;
打穿和未打穿软土层桩承式路堤的试验研究
STUDY OF IN-SITU DATA OF PILE-SUPPORTED EMBANKMENT WITH PILE PARTIALLY PENETRATED IN SOFT SOILS
软土层未打穿的桩承式路堤现场实测研究
Simplified method of settlement calculation and its application to piled embankments
桩承式路堤沉降简化计算方法及其应用
Mechanism of settlement control of piled raft with gap or compressible block at pile top for support of railway embankment
桩顶预留净空或可压缩垫块的桩承式路堤沉降控制机理研究
Study on Soil Arching and Performance-based Design Method for Piled Reinforced Embankments;
桩承式路堤土拱效应及基于性能的设计方法研究
The Research on the Settlement Controlling and Geotechnical Centrifuge Tests of Piled Embankment in Collapsible Loess Ground of High-speed Railway;
湿陷性黄土地基高速铁路桩承式路堤离心模型试验及沉降控制研究
Study on Design and Computation Method of Geosynthetic Reinforced Pile-Supported Embankments;
桩承式加筋路堤的设计计算方法研究
Numerical Simulation on Time-dependent Behavior of Geo-synthetics Pile-supported Reinforced Embankment
桩承式加筋路堤时效性数值模拟研究
Field test study and numerical analysis of a geogrid-reinforced and pile-supported embankment
桩承式加筋路堤的现场试验及数值分析
Pilecap bedding embankment is widely used in practice.
桩承垫层路堤在实践中广为采用。
Improved Algorithm for the Soil Arching Effect of Pile-Net Supported Embankment
桩网结构支承路堤土拱效应改进算法
Analysis on load transfer for caped piles under large area of embankment
大面积路堤荷载下带承台桩的荷载传递分析
Research to Braring Load and Settlement of Cement Mixing Pile under Highway Embankment
高速公路路堤下水泥搅拌桩承载力及沉降的研究
A Study on Its Design Theory and Engineering Applications of a Prestressed Cable Anchor Pile Sheet Wall Structure for Embankment (Shoulder) Slope Protection
路堤（肩）式预应力锚索桩板墙结构设计理论及工程应用研究
Study on Group Effect of Cast-in-situ Concrete Thin Wall Pipe Pile Composite Foundation under Road Embankment;
路堤下PCC桩复合地基群桩作用性状研究
ANALYSIS AND COMPARISON OF MODEL TEST REINFORCED EMBANKMENT BY PILE NET WITH PILE CAP
带桩帽桩网加固路堤的模型试验及分析比较
Field experimental study on pile-soil stress ratio of pile-net composite foundation under embankment
路堤下桩-网复合地基桩土应力现场试验研究
