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Effect of Reinforcement on Multi-Tiered Fly Ash Wall

机译:钢筋对多层粉煤灰墙的影响

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Fly ash is a by-product formed by the burning of coal in thermal power plants. In India, the generation of fly ash in the year 2014 to 2015 was 184.14 million tons. However, only 55.69% of the total fly ash was utilized. The disposal of fly ash is a major environmental concern. The present study aims at utilizing fly ash as backfill for the wall in a tiered configuration. A multi-tiered wall is a soil wall constructed in tiered configuration by providing offset at different elevations of the wall. The behaviour of multi-tiered wall is essentially affected by the critical offset distance which can be defined as the length of the offset beyond which the tiers of the multi-tiered fly ash wall start behaving as individual walls and there is limited interaction between the two tiers. There are very few studies on multi-tiered walls investigated by using laboratory model tests. Also, the studies of the behaviour of tiered walls utilizing industrial waste such as fly ash are limited. In the present study, laboratory model tests were conducted utilizing fly ash as backfill material and jute geotextile as reinforcement under strip loading. The two-tiered wall was modelled and the offset distance was varied as 0, 0.2L, 0.4L and 0.6L, where L is defined as the height of lower tier. The length of reinforcement was taken as 0.7H where H is the total height of the wall. Unreinforced and reinforced models were tested to determine critical offset distance, the effect of offset distance and reinforcement on different parameters governing the design of the tiered wall. From the observed failure pattern of model tests, it was found that inclusion of reinforcement increases the critical offset distance. The critical offset distance was found to be 0.4 times the height of lower tier for the unreinforced model and 0.6 times the height of lower tier for the reinforced model. The inclusion of reinforcement also reduces the horizontal wall facia displacement. Decrease in wall facia displacement was also observed with increase in the offset distance.
机译:粉煤灰是由热电厂燃烧的煤形成的副产品。在印度,2014年至2015年的粉煤灰的产生为18414万吨。但是,仅利用了55.69%的总粉煤灰。粉煤灰的处置是一个主要的环境问题。本研究旨在利用粉煤灰作为墙壁中的回填。多层壁是通过在不同墙的不同凸起的偏移处提供偏移构造的土壤壁。多层墙的行为基本上受到临界偏移距离的影响,临界偏移距离可以被定义为超出多层粉煤灰壁的层的长度,其两层壁壁开始表现为单独的墙壁,并且两者之间存在有限的相互作用层。通过使用实验室模型试验研究了对多层墙的研究非常少。此外,利用粉煤灰等工业废物的分层墙体行为的研究有限。在本研究中,使用粉煤灰作为回填材料和黄麻地质涂料进行实验室模型试验作为条带载荷的加固。模拟双层壁,偏移距离变化为0,0.2L,0.4L和0.6L,其中L定义为下层的高度。加强件的长度被取为0.7h,其中H是墙壁的总高度。测试不再采用和增强的模型以确定临界偏移距离,偏移距离和加固对连接墙体设计的不同参数的影响。从所观察到的模型试验的故障模式,发现包含加强增加的临界偏移距离。临界偏移距离被发现是未原始模型的下层高度的0.4倍,并为增强模型的下层的高度的0.6倍。包含增强件也减少了水平墙体体面位移。随着偏移距离的增加,还观察到墙壁体位移的减小。

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