The several ones that have more lager sensitivity to embankment settlement are found out . then , aimed at the traditional three - layer bp network ' s shortages : easily getting into local minimum value and slow convergence , the modification combined momentum method with self - adaptation study velocity is made , and one improved bp network is put forward . finally , according to the results from above sensitivity analyses , the nonlinear model main parameters of each natural layer in roadbed are approximately rectified using the improved bp network technology founded on its stronger nonlinear mapping capacity and the settlement measurements 采用非线性有限元程序，对邓肯-张模型中8个参数与路堤沉降的关系进行了详细分析，找到了影响沉降的主要参数；接着，针对传统的三层bp网络具有收敛速度慢、易陷入局部极小点等不足，对其进行了修正，提出了改进的bp神经网络模型；最后，根据上述灵敏度分析结果，基于改进的bp网络模型较强的非线性映射能力和前期沉降实测资料，对路基中各天然土层的非线性模型主要参数进行了反分析修正； ( 4 )路堤沉降计算一维法中考虑应力历史、侧向变形的研究。
This thesis , based on the true three - dimension consolidation theory namely biot ' s consolidation theory , adopting duncan - chang model and non - thickness goodman friction element , compiles practical 3d non - linear fem program . the conceptual geological model is established according to the north anchorage and feature of its foundation soil in zhenjiang - yangzhou yangtse bridge 本文从“真三维固结理论”即比奥固结理论出发，采用邓肯-张e模型和无厚度的古德曼（ goodman ）接触面单元编制了三维非线性有限元程序实用程序biot2000 ，并结合润扬长江公路大桥南汊桥北锚碇及地基土的组成结构特征建立了概化地质模型。
