k46

Construction techniques for anchorage cables in K46 + 319.84 ~ K46 + 520.16 sections are described in this paper .

介绍了该段中K46+319.84~K46+520.16段工程施工中的锚索施工技术。

It is found that the creep curves of alloy K46 consist mainly of a longer steady-state creep stage and an accelerated creep stage , which occupies the most creep strain .

K46合金的高温拉伸蠕变曲线表现出非常长的稳态蠕变阶段，而较高的蠕变塑性来自于加速蠕变阶段。

The section from K46 + 460 to K46 + 580 of highway in Xiangshan mountain is reservoir embankment , which appears slope collapse phenomenon after completing . Combination resist slop pile and power pile to treat the slop collapse can get participation result after it running 3 years .

象山某公路K46+460～K46+580段为库区路基，路面施工完成后出现滑塌现象，采用抗滑桩结合粉喷桩措施处理的滑塌路基已经完工三年，目前状况良好，达到了预期的治理效果。