| 1. | Analysis on settlement character of red sandstone high embankments in changzhang expressway
常张高速公路红砂岩高路堤沉降特性分析 |
| 2. | Testing study on deformation and stress of reinforced earth retaining wall for high embankment
高路堤加筋土挡土墙的变形和受力研究 |
| 3. | Construction of high embankment in road - bridge transitional section easily fluidized by vibration
震动液化区路桥过渡段高路堤施工技术 |
| 4. | Using the program , two high embankments were analyzed and some meaningful conclusions were made
应用该程序分析了两个预应力cfrp加筋土高路堤。 |
| 5. | Finite element analysis on elasto - plastic consolidation of high embankment in mountainous area under complex conditions
复杂条件下山区高路堤弹塑性固结问题的有限元分析 |
| 6. | Through the research of theory , centrifuge test and numerical simulating , the paper brings forward the evidences in theory for the design and construction of high - stack soil , so the paper is valuable in engineering application
本文通过理论，试验和数值计算的研究，为高路堤的设计和施工提供了理论依据，因而本文的研究具有广泛的工程适用价值。 |
| 7. | A general information matrix of classification and evaluation indices for the reinforced high embankment , which were based on the fundamental theory of fuzzy information optimization ( fuzzy approximate reasoning , information diffusion and information integration ) was set up
摘要利用模糊信息优化处理的基本理论（模糊近似推论、信息扩散、信息集中） ，建立了加筋高路堤稳定性的分类及评价其指标的信息矩阵，获得了加筋土高路堤稳定性评价的信息扩散模型。 |
| 8. | The model was used to analyze the stability of reinforced high embankment in beizhang gully area , and the result accorded with the facts , which verified that the effecting factors of the stability of reinforced high embankment can be described more comprehensively by the fuzzy information optimization method and the result is reasonable
通过对北张沟加筋高填路堤进行的稳定性分析，表明该模型能较全面地考虑加筋高路堤边坡稳定性的影响因素，评价结果合理。 |
| 9. | In this paper , on the basis of the numerical analysis with the concept of equivalent soil mass with reinforcement and shake table model test , the calculation of high loess embankment with geogrid - reinforcement in highway is carried out under static loading , and the dynamic response of high reinforced sand - gravel embankment with grogrid - reinforcement in highway is tested under earthquake . the behaviors of loess embankment are indicated as the following : ? he stress and deformation varies with reinforcement design conditions and foundation types
本文通过将土工合成材料与土体视为加筋等效土体的数值计算方法和振动台模型试验，以加筋黄土高路堤和竖直挡板加筋砂砾土高路堤为研究对象，计算分析了不同堤基上不同加筋设计条件下黄土高路堤的静应力及变形变化规律，试验研究了不同加筋条件下砂砾土高路堤的动力反应特性。 |
| 10. | By thoroughly analyzing the methods on slope stability of high rock - filled embankment , in this paper , a new kind of composite evolutionary algorithm is formed to search the critical slippage surface and also discussed in this paper is a new way to simplify the procedure of general slice method for stability analysis
本文还通过对目前国内外高路堤边坡稳定性分析方法的综合分析和深入探讨，简化了极限平衡法中的通用条分法的求解过程，并结合现代优化方法，提出一种新型的混合演化算法对高填石路堤边坡临界滑动面进行搜索。 |
