桥台后加筋回填变形性状影响因素分析

为了揭示通过加筋回填减小路桥过渡段差异沉降的力学机理, 参照桥台后加筋回填离心模型试验原型尺寸, 应用ABAQUS有限元方法建立了桥台后加筋回填平面应变数值分析模型, 通过不同加筋设计参数(加筋间距、加筋长度和筋材刚度)以及回填材料强度与地基刚度的影响因素分析, 研究了桥台后加筋回填变形性状。研究结果表明: 减小土工格栅加筋间距, 增加土工格栅弹性模量、回填材料内摩擦角以及地基刚度, 采用倒三角形变长度加筋布设, 皆可有效减小桥台后回填体表面沉降; 地基刚度特性对加筋回填变形行为的影响取决于地基与加筋回填体的相互作用特性。

Influence factor analysis of deformation behaviors for reinforced backfills behind abutment

In order to analyze the mechanics mechanism of reducing differential settlement at the transition section between abutment and embankment by means of reinforced backfills, the field sizes of centrifugal modeling tests were referenced, a plane-strain numerical analysis model of reinforced backfills behind abutment was established by ABAQUS finite element method, the influence factors of different reinforced design parameters such as spaces, lengths and rigidities of geogrids, strength of backfill material and stiffness of subsoil were analyzed, and the deformation behaviors of reinforced backfills behind abutment were studied. Analysis result indicates that the surface settlement of backfills behind abutment can be reduced effectively by reducing the spaces of geogrids, or increasing the elastic moduluses of geogrids, the inner friction angles of backfill material and stiffness of subsoil, or adopting the inverse-triangle variable-lengths reinforced layout of geogrids; however, the influence of subsoil stiffness on the deformation behaviors of reinforced backfills depends on the interaction characters between subsoil and reinforced backfills. 9 tabs, 7 figs, 12 refs.