首页|三向土工格栅在惠州市四环南段公路改扩建中的应用

三向土工格栅在惠州市四环南段公路改扩建中的应用

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土工格栅加固技术是加固路基、控制不均匀沉降、防止路基失稳的主要方法之一,在路基工程实践中得到广泛应用.以惠州市四环南段公路改扩建工程为案例,通过土工格栅荷载试验,研究了模型内部土体的应力变化特征,分析了土体沉降的变化情况,结果表明:三向土工格栅提高了路基边坡稳定性;当铺设三向土工格栅后,边坡中心轴线处的土工格栅加固部分形成了强度较高的格栅-土体复合体,而边缘部位的强度较小,且边坡下沉主要出现在中间部位;当没有铺设三向土工格栅时,边坡中间部位的土体沉降较少,边缘处会发生下滑位移.
Application of Three-Dimensional Geogrids in the Widening of South Segment of the Fourth Highway Circle Line of Huizhou Coty
The use of geogrid is one of the major ways in the application of the roadway reinforcement,differential settlement control and the subgrade stability.This paper presents a case history of using the three-dimensional geogrid in the widening of South Segment of the Fourth Highway Circle Line in Huizhou City,Guangdong Province.Throughout the laboratory model static loading tests on the geogrid reinforced soils,the stress-strain characteristics in soils under the loading and the associated settlement are evaluated.The results indicate that,the slope stability of the roadway embankment is greatly improved.After the geogrid placement,higher composite strength is formed along the center of the roadway embankment.And the lower com-posite strength body is formed along the edge of the embankment.After the geogrid placement,higher settlement is observed at the centerline of the embankment,whereas,the edge of the embankment has larger settlement without the geogrid reinforce-ment.

GeogridsRoadway ReinforcementDifferential SettlementHighway WideningSubgrade Stability

汪驰恒、谢宇恒

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中国地质调查局长沙自然资源综合调查中心,湖南宁乡 410600

土工格栅 道路加固 不均匀沉降 公路扩建 路基稳定

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(4)