首页> 外文会议>Highway Geology Symposium; 20071016-18; Pocono Manor,PA(US) >Replacement of the Amelia Earhart Memorial Bridge US-59 Highway Over the Missouri River Atchison, Kansas
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Replacement of the Amelia Earhart Memorial Bridge US-59 Highway Over the Missouri River Atchison, Kansas

机译:堪萨斯州密苏里河阿奇森上空的阿米莉亚·埃哈特纪念桥US-59公路的更换

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The Kansas Department of Transportation and Missouri Department of Transportation are currently working on the design phase of the replacement of the US-59 Bridge over the Missouri River. At this time there are two structural designs: one a Tied Arch and the other is an Overhead Truss. The design and construction of this structure presents several Geotechnical Dilemmas. The foundation material for the structures both new and existing is the Weston Shale Formation. The Weston is problematic shale that contains several Paleosols and deposits of kaolinitic clays. Thick discontinuous near shore sandstone deposits are also common with minor inclusions of limestone and coal seams. The Weston Shale does not become a better foundation material with depth! Even the most competent of layers (Qu values of 100 tsf) can be underlain by material the strength of weak clay. The Bridge Foundation Geotech investigation for this structure will consist of core-holes and power auger soundings of which a minimum of 10 will have to be conducted from a barge set up. A Geophysical Study of the proposed river piers will also be done. This study will entail: seismic reflection, sub-bottom profiling, side-scan sonar and a single beam echo-sounder. Also included in this investigation was the first ever 3 cell Osterburg Test. This test was done to mimic the bedrock conditions we will encounter with the proposed drilled shaft group foundation elements. There will still be several problems facing the geotech section of KDOT during the design, and construction phase of the project. The most problematic will be the design and construction of drilled shafts in an ancient glacial river environment.
机译:堪萨斯州交通运输部和密苏里州交通运输部目前正在设计替换密苏里河上的US-59大桥的设计阶段。目前有两种结构设计:一种是捆绑式拱门,另一种是架空桁架。该结构的设计和施工带来了一些岩土难题。韦斯顿页岩组是新结构和现有结构的基础材料。韦斯顿是有问题的页岩,其中包含数个古土壤和高岭土的沉积物。较厚的不连续近岸砂岩沉积物也很常见,少量夹杂着石灰石和煤层。 Weston页岩不能成为深度更好的地基材料!即使是最胜任的层(Qu值为100 tsf)也可以由软粘土的强度来决定。 Bridge Foundation Geotech对这种结构的调查将包括岩心孔和强力钻探,至少要从驳船装置中进行10次探测。还将对拟议的河墩进行地球物理研究。这项研究将涉及:地震反射,亚底剖面,侧扫声纳和单波束回声测深仪。该研究还包括第一个3细胞Osterburg测试。进行该测试是为了模拟拟议的竖井组基础元素将遇到的基岩条件。在项目的设计和施工阶段,KDOT的geotech部分仍将面临一些问题。最有问题的将是在古老的冰川河环境中钻井的设计和建造。

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