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云南农村民居土筑墙体土工试验研究 被引量:15
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作者 陶忠 谭冠平 +1 位作者 曹净 戴希云 《工程抗震与加固改造》 2008年第1期90-93,共4页
介绍了云南省农村民居土筑墙片土样的土工试验过程和结果,并根据试验结果提出了提高土筑墙体抗震性能的建议和措施。
关键词 农村民居 地震安全工程 土筑墙 结构 工试验
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利用固壁开槽机和土中开槽筑墙法修建防渗墙
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作者 戈.,ПА 赵纯厚 《水工建设》 1989年第1期17-18,共2页
关键词 固壁开槽机 中开槽 防渗
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Experimental study on interaction mechanism of small H-beams and a soil-cement retaining wall
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作者 WANG Suo-rong CAO Bao-fei 《Journal of China University of Mining and Technology》 EI 2008年第1期149-152,共4页
Small H-beams such as the No.14-20 I-steel can be inserted into soil-cement retaining walls to form small H-beam soil-cement compound walls, functioning both as a retaining wall and a cutoff wall for braced structure ... Small H-beams such as the No.14-20 I-steel can be inserted into soil-cement retaining walls to form small H-beam soil-cement compound walls, functioning both as a retaining wall and a cutoff wall for braced structure excavations. Being different from the mixed soil-cement wall (SMW), the interaction between soil-cement and small H-steel is very good. We have carried out a series of bending experiments on small H-beams in soil-cement model compound beams to study the mechanism of interactions. The results show that the interaction between H-beams and soil-cement is very good, whether the H-beam is single or double. Joint forms of double H-beams at one end have little effect on both the contribution coefficient and on ultimate deflection before cracking. But after cracking, the joint forms greatly affect the contribution coefficient. We conclude that the rigid joint girder for double H-beams is a better choice in oractice. 展开更多
关键词 small H-steel soil-cement compound beam rigidity contribution coefficient ultimate deflections soil type experi-mental study
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Infilled Reinforced Concrete Beams for Sustainable Construction
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作者 Patel Rakesh Dubey Sheo Kumar Pathak Krishna Kant 《Journal of Civil Engineering and Architecture》 2013年第11期1369-1374,共6页
This paper presents a study carried out on infilled reinforced concrete beams for sustainable construction. In reinforced concrete beams, less stressed concrete below neutral axis can be replaced by some light weight ... This paper presents a study carried out on infilled reinforced concrete beams for sustainable construction. In reinforced concrete beams, less stressed concrete below neutral axis can be replaced by some light weight material to reduce the weight of the structure and also achieve the economy. The used infilled material is brick. Sustainability can be achieved by replacing the partially used concrete. By saving concrete, the authors save cement, which reduces the green house gases emissions. So it is considered as environment friendly. Since infilled beam acts like a layered member, there needs a theory to analyze it. Method of initial functions is used for the analysis of the infilled RC (reinforced concrete) beams. This method is successfully applied on infilled beam. Results show that physical conditions are verified for infilled beam. 展开更多
关键词 Initial functions infilled beams brick masonry displacements stresses
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