论文部分内容阅读
一、试验目的最近,成都铁路局设计事务所在川黔线k180工点采用了排架抗滑桩。为进一步研究排架抗滑桩与双排单桩的受力机理,1983年3月成局设计所与我组协商,在我组现有单排抗滑桩模型试验的基础上,筹建一组排架抗滑桩与双排单桩的对比试验。试验的主要目的是对上述两种结构形式抗滑桩受力状态进行对比,通过模型试验证明排架抗滑的优越性,以便使新的抗滑桩结构形式能在治理滑坡的工程中得到应用和推广。
First, the purpose of the test Recently, Chengdu Railway Bureau Design Office used the anti-slide piles at the k180 station on the Sichuan-Chongqing Line. In order to further study the stress mechanism of anti-sliding piles and double row single piles, in March 1983, the Bureau of Design Bureau and our group negotiated to build a group of existing single row anti-slide pile model tests. Comparative Test on Anti-slide Piles and Double-row Single-pile. The main purpose of the test is to compare the stress states of the anti-sliding piles of the two structural types mentioned above, and to prove the superiority of anti-sliding of the anti-slide piles through model tests, so that the new anti-sliding pile structure can be applied in the engineering of landslide control. And promotion.