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高等级公路高填路堤的加固处治技术分析探讨
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作者 刘庆九 《中外建筑》 2009年第8期205-207,共3页
本文结合工程实例,在高路堤边坡稳定性的分析与计算的基础上,对路堤产生变形的原因及相应的边坡加固处理措施进行了详细阐述,同时对公路表面位移监测、路面沉降监测等监测以及边坡不稳定情况下路堤表面位移及路堤沉降变形的规律进行深... 本文结合工程实例,在高路堤边坡稳定性的分析与计算的基础上,对路堤产生变形的原因及相应的边坡加固处理措施进行了详细阐述,同时对公路表面位移监测、路面沉降监测等监测以及边坡不稳定情况下路堤表面位移及路堤沉降变形的规律进行深入探讨和评价,确保路堤及边坡的稳定。 展开更多
关键词 高等级公路 路堤边坡 稳定性分析 加固处 理措施 变形监测 评价
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浅谈武汉市武青堤武丰闸处险加固整治
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作者 徐继钢 《区域治理》 2019年第11期218-218,共1页
青山区武丰闸是青山区堤防的重要险工,存在防汛安全隐患,其使用效益和经济效益极低,本文对该闸进行封堵处险加固的必要性、可行性进行充分论证并提出处险方案.
关键词 加固 必要性 可行性 方案
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汶川地震后建筑的抗震加固技术 被引量:14
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作者 张敬书 金德保 +1 位作者 付宝明 汪朝成 《工程抗震与加固改造》 北大核心 2011年第1期106-111,共6页
汶川地震建筑震害再一次证明了进行抗震加固是提高现有房屋抗震能力最有效的途径。本文从震害资料出发,论述了抗震加固的必要性和重要性。同时将抗震加固方法分为传统加固方法和新型加固方法两大类,并建议优先选用效果可靠的传统加固方... 汶川地震建筑震害再一次证明了进行抗震加固是提高现有房屋抗震能力最有效的途径。本文从震害资料出发,论述了抗震加固的必要性和重要性。同时将抗震加固方法分为传统加固方法和新型加固方法两大类,并建议优先选用效果可靠的传统加固方法。最后,分析了框架节点区加固、结构胶防火、变形缝处构件的加固等难点问题,并提出了处理方法。 展开更多
关键词 地震震害 抗震加固 节点核心区 结构胶防火 变形缝加固
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烂泥湖垸资江大堤羊角段险情分析与除险加固方案 被引量:4
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作者 庄稼 《水利技术监督》 2021年第8期183-184,210,共3页
羊角段管涌险情发生在烂泥湖垸资江一线防洪大堤上,从一般险情发展为特大险情,有地质条件、河道采砂、垸内打井、外河长时间高水位等多方面的影响因素。在修筑压浸导滤平台抢护成功后,对塌陷堤身进行翻筑,采用塑性砼防渗墙进行大堤防渗... 羊角段管涌险情发生在烂泥湖垸资江一线防洪大堤上,从一般险情发展为特大险情,有地质条件、河道采砂、垸内打井、外河长时间高水位等多方面的影响因素。在修筑压浸导滤平台抢护成功后,对塌陷堤身进行翻筑,采用塑性砼防渗墙进行大堤防渗处理,效果良好。 展开更多
关键词 洞庭湖 堤防安全 管涌 加固
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振动套管碎石桩加固可液化地基的研究
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作者 田新明 《铁道标准设计》 2007年第7期64-65,共2页
结合某桥梁软弱地基处理的工程实践,对振动套管碎石桩加固软弱易液化桥梁地基的参数从工期、造价、加固效果等方面进行比选,并对不同桩距的复合地基进行承载力试验和标贯试验,根据该工程的试验资料及数据,以及投入使用以来的实践,证明... 结合某桥梁软弱地基处理的工程实践,对振动套管碎石桩加固软弱易液化桥梁地基的参数从工期、造价、加固效果等方面进行比选,并对不同桩距的复合地基进行承载力试验和标贯试验,根据该工程的试验资料及数据,以及投入使用以来的实践,证明该立交桥采用振动套管碎石桩是成功的;同时证明,振动套管碎石桩用于加固可液化软弱地基也是可行的。它不但消除了液化,而且提高了承载力。在本例中地基承载力提高到原地基承载力的2·2倍。 展开更多
关键词 加固地基 软弱易液化土层 振动套管碎石桩
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PROCESSINGTECHNIQUESANDCHARACTERIZATIONOFCERAMICFIBERREINFORCEDALUMINIUMCOMPOSITES
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作者 Won Jong Choi Lu Ho Choi Department of Materials Engineering,Hankuk Aviation UniversityKoyang,Kyunggi do,Korea 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 1996年第1期9-14,共6页
This paper relates to the fabrication of aluminium matrix composites with various amounts of Al 2O 3 fiber and SiC whiskers by rheocasting, powder metallurgy process and liquid metal infiltration process. To analy... This paper relates to the fabrication of aluminium matrix composites with various amounts of Al 2O 3 fiber and SiC whiskers by rheocasting, powder metallurgy process and liquid metal infiltration process. To analyze wetting characteristics, the cross sections of composites are examined by scanning electron microscopy(SEM). The bending tests and microhardness tests are performed to evaluate mechanical properties of composites. The results show that the composites produced by liquid metal infiltration give better properties than those produced by rheocasting or powder metallurgy process, primarily due to the decrease of porosity and reinforcement cluster. For liquid metal infiltration composites, a good adhesion between the fiber and matrix is found. Three points bending test results show that there is an increase in flexural modulus with reinforcement contents. In addition, a series of microhardness tests are conducted to determine the effect of heat treatment on the mechanical property of Al 2O 3/Al composites. 展开更多
关键词 composite materials metal matrix composites reinforced metal composite processing techniques
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Behavior of Millstone Masonry Vaults Strengthened by Composite Materials
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作者 Maamoun Saade Stephan Kesteloot +2 位作者 Chafika Djelal Lotfi Hamitouche Idriss Benslimane 《Journal of Civil Engineering and Architecture》 2013年第8期932-939,共8页
Sewerage systems first appeared in Paris in the middle of 19th century. Even if the majority of structures are still in working order, their general state will deteriorate inexorably, and as reconstruction is not alwa... Sewerage systems first appeared in Paris in the middle of 19th century. Even if the majority of structures are still in working order, their general state will deteriorate inexorably, and as reconstruction is not always possible for cost and social impact reasons, rehabilitation is a solution adopted by many clients. It is necessary to resort to new rehabilitation techniques. Reinforcement by bonding composite materials has many advantages compared to other techniques. The objective of the experimental campaign presented in this paper is to study the addition of a lining by means of mortar reinforced by thin composite materials so as to restore masonry structures. To that purpose, crushing tests on masonry vaults have been carried out. The application of a lining made of mortar reinforced with composite materials has allowed increasing the breaking load and delaying the occurrence of the first cracks. This article presents the characterization of the materials. Moreover, the results of the breaking tests applied to masonry vaults are shown in this paper. A comparison with a traditional type of rehabilitation by a 6 cm-thick shotcrete lining will be performed. 展开更多
关键词 Composite materials MASONRY fiber coating SUSTAINABILITY REHABILITATION sewerage systems.
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