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Failure of Joints Between Manholes and Sewer Pipes Due to Live Loads

机译:活荷载导致人孔和下水道之间的接头失效

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摘要

It is considered that failure of joints between manholes and sewer pipes laid under roads is caused by repeated live traffic loads transferred from the road surface to sewer pipes through manholes. Though various states of the road around manholes cause complicated waveforms of repeated loads, there have been few basic data with regard to the failure properties of joints between manholes and sewer pipes subjected to repeated live loads having different waveforms. The authors conducted model experiments using two types of waveforms, sinusoidal and trapezoidal, with other parameters being the method of connecting manholes and sewer pipes, method of laying manholes and overburden pressure on sewer pipes. As a result, different waveforms of repeated live loads were found to lead to different failure modes of manhole-sewer pipe joints.
机译:人们认为,人孔与铺设在道路下的污水管之间的接头失效是由于反复的实时交通负荷从路面通过人孔传递到污水管而引起的。尽管人孔周围道路的各种状态会导致复杂的重复荷载波形,但是关于人孔和下水道之间的接头的失效特性,承受重复活动荷载并具有不同波形的基本数据很少。作者使用正弦波和梯形两种波形进行了模型实验,其他参数是连接人孔和下水道的方法,放置人孔和下水道上覆压力的方法。结果,发现重复的活荷载的不同波形导致了下水道排水管接头的不同破坏模式。

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