| 1. | Experimental study on the grid reinforced embankment
格栅加筋路堤性能试验研究 |
| 2. | This paper has researched on application technology of geogrid - reinforced embankment
本文就土工格栅用于陡边坡路基的技术进行了研究。 |
| 3. | The research result is of certain reference value for engineering of reinforced embankment with soft foundation
研究结果对软基上路堤加筋处理有借鉴意义。 |
| 4. | Technology of slope protection was also researched . proper construction steps of geogrid reinforced embankment and geogrid overlapped are given
通过对试验路施工经验的总结和分析，提出了土工格栅加筋路堤的合理施工流程和反包施工工艺。 |
| 5. | The finit element method is used to analyse the influence of reinforcement to displacement field of soft subgrade by way of comparing reinforced embankment with unreinforced embankment
摘要采用非线性有限元方法，通过比较土工格栅加筋路堤和未加筋路堤来分析加筋对软基位移场的影响。 |
| 6. | It is very important to summarize , apply ant popularize the new technologis of reinforcing embankment dam in order to elaborate its project benefit and service safely on the basis of design standard
为充分发挥工程效益，使工程在设计标准下安全运行，总结、应用和推广土石坝加固新技术，就显得非常必要。 |
| 7. | Construction technology of geogrid reinforced embankment and long term strain of geogrid in the embankment were also researched . the interpretation of fem analysis and the experimental results provided insight into the performance of reinforced embankment
通过试验路修筑对土工格栅加筋路堤的施工技术进行了研究，对路堤中土工格栅的应变进行了长期观测与分析。 |
| 8. | In this paper , according to the reaction of deformation and crack of pavement caused by the non - uniform settlement and the whole stability between the new & old embankment after widening the used road on soft ground , based on the study of settlement and stability of soft ground , the author systematically analyzed the mechanism of geosynthetics in the widening pavement structure , and presented a whole settlement computing method of reinforced embankment in widening structure with the theory of soil mechanics
本论文将利用土力学的相关理论，针对软土地基上旧路加宽后，在新旧路基间所出现的不均匀沉降和新旧路基整体结合强度不够而引起的路面变形、开裂等现象，从软土地基沉降和路基稳定性入手，系统分析了土工合成材料在加宽路基结构中的作用机理，并初步提出了加宽道路加筋路堤沉降计算的一整套方法。 |
| 9. | Earth embankment and geogrid reinforced embankment with various slope , various spacing and length of the reinforcements , various heights were calculated by fem . each factor ' s influence on the tensile stress of the geogrids , the stress and displacement distribution in the cross sections of embankments and the response of foundations were analyzed
采用有限元理论与方法对不同高度、不同边坡坡度、不同加筋密度、不同加筋长度的土工格栅加筋路堤及不加筋路堤进行了计算与分析，研究了各因素对格栅内拉力分布、路堤横截面上位移及应力分布的影响以及地基的响应情况。 |
| 10. | Product function : soft soil subgrade strengthening , reinforced embankment & slope , strengthening separation , bounding deformation of foundation , prevent road from reflection crack , increasing the intensity of subgrade . it can strengthen soft subgrade of kinds of roads and railways ; prevent road from reflection crack ; enhance the strength of subgrade ; reinforcedriverbank , embankment and slope ; homogenize the stress ; adjust settlement ; improve the stability and bearing capacity of the basement ; strengthen road and bridge tops
产品功能：软土路基加强，路堤边坡加筋，加强隔离，约束地基变形，防止道路反射裂体，提高路基的强度.各种道路、铁路等软路基加强，增强路基的强度；河岸、路堤、边坡起加筋，均化应力，调整沉降，提高基底稳定和承载力；道路桥台面的加强。 |
