首页> 外文会议>Highway Geology Symposium; 20071016-18; Pocono Manor,PA(US) >Crossing the Lehigh and Pohopoco Rivers: It's Not Just About the Bridges
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Crossing the Lehigh and Pohopoco Rivers: It's Not Just About the Bridges

机译:穿越利哈伊河和波霍波科河:不仅是桥梁

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The existing Pennsylvania Turnpike bridges over the Lehigh River and Pohopoco Creek near their confluence are scheduled for replacement with new structures that will offer increased traffic capacity. Alignment studies were performed to provide increased capacity for the approach roadways as well. As a result of the studies and identified impacts, the alignment will shift to the west from its present configuration. The roadway was originally designed and constructed in the mid 1950's, with side-hill cut and fill conditions on both the north and south approaches to the rivers. The north approach is dominated by a 130-foot high rock embankment, with only a minor cut slope. The south approach is dominated by a 115-foot high rock cut slope, with a 60-foot high embankment. All of these features show signs of only marginal stability, and the new alignment adversely impacted them. The roadway widening for the north approach originally was to have been a 47-foot high retaining wall constructed on the rock fill. When alternatives were analyzed, the projected cost of this wall was on the order of $2.5 million and measures to ensure global stability could double the cost. Subsequently, it was decided not to build the entire template width north of the bridges, and shift the alignment of the wall to minimize its height and impact on global stability. The roadway widening for the south approach includes construction of a new rock fill with a 1.5:1 slope and a tiered retaining wall through the rock cut slope. The existing fill slope has incidental walls, slope paving, and horizontal drain outlets that will have to be dealt with during construction. The rock cut slope has structural discontinuities that need to be considered in design. It is proposed to construct the cut slope with rock anchors and soil nailing. The final product is to include a BoulderScape decorative finish. While the three major roadway approach issues were all for one project, each merited individual attention which resulted in a different solution for each.
机译:Lehigh河和Pohopoco Creek交汇处附近的现有宾夕法尼亚州收费公路桥梁计划按新结构进行更换,以增加交通流量。进行路线研究以增加引道的通行能力。经过研究和确定的影响,该路线将从目前的构造向西转移。该巷道最初是在1950年代中期设计和建造的,在通往河流的南北方向均具有侧坡挖填的条件。北部进场以130英尺高的岩石路堤为主,只有一个较小的切坡。向南的方法主要是115英尺高的岩石切坡和60英尺高的路堤。所有这些功能仅显示出边缘稳定性的迹象,而新的对齐方式对其产生不利影响。最初向北扩展的巷道原本是一堵47英尺高的挡土墙,建在岩石堆上。在分析替代方案时,这座隔离墙的预计成本约为250万美元,确保全球稳定的措施可使成本翻倍。随后,决定不在桥的北边建立整个模板的宽度,并改变墙的对齐方式以最小化墙的高度和对整体稳定性的影响。向南进场的巷道拓宽包括新建一个1.5:1的坡度的岩石填充物和穿过切石坡度的分层挡土墙。现有的填土坡道有杂物墙,斜坡铺路和水平排水口,在施工期间必须加以处理。切石坡具有在设计中需要考虑的结构不连续性。提出了用岩石锚固和土钉施工切挖边坡的方案。最终产品将包括BoulderScape装饰面漆。尽管三个主要的巷道方法问题都与一个项目有关,但每个问题都应引起个人的关注,从而导致每个问题都有不同的解决方案。

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