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来源:百度文库 编辑:查人人中国名人网 时间:2024/05/09 04:47:01
翻译一篇文章The subsurface conditions for a proposed six-story $94M medical facility in
Knoxville, Tennessee, consisted of a thick clay layer overlying an irregular weathered
limestone bedrock surface. Because the design loads were significant and because of
the sinkhole risk associated with the underlying limestone bedrock, the initial design
considered the use of drilled shafts bearing on rock. While drilled shafts represented
a robust technical solution, construction of drilled shafts in karst can be expensive
and time-consuming. In an effort to save both time and money, the authors and other
members of the project design team developed a combination ground improvement
program to allow support of the medical facility on conventional shallow foundations.
The combination ground improvement program consisted of (1) cap grouting the rock
surface to significantly reduce the sinkhole risk, and (2) construction of Geopier®
elements to reinforce and stiffen the soils immediately below the planned shallow
foundations. For development and refinement of the combination ground
improvement program, extensive subsurface characterization was performed using
cone penetration testing (CPT) at every column location. The CPT results were used
to develop three dimensional models of the subsurface conditions including pertinent
karst features. The cost savings provided by the combination ground improvement
program is estimated to be in excess of $1M.
Rock-bearing drilled shafts have historically been the foundation of choice for
major buildings and other structures constructed in the limestone and dolostone
geology of East Tennessee. In the region, drilled shafts are typically advanced to the
top of rock with a soil auger and fully cased. Rock augers, core barrels, and other
tools are used to advance the shaft excavation into rock. Until very recently, the
accepted engineering observation practice has been to lower an engineer into the
excavation to observe the prepared rock surface prior to placement of the reinforcing
steel and concrete. Due to safety concerns, alternative methods, such as downhole
video, have been employed to confirm the rock subgrade conditions. Albeit
expensive, drilled shafts represent a robust foundation choice for overcoming
challenging karst conditions.

我只有这个能奈了呵呵:

subsurface 适应为一种提出的六层$94M 医疗设施
Knoxville, 田纳西, 包括了厚实的黏土层数躺在上面irregular 被风化
石灰石根底表面。 由于设计装载是重大和由于
sinkhole 风险联系了部下的石灰石根底, 最初的设计
考虑了对操练的轴的用途对岩石有影响。 当操练轴代表了
一种健壮技术解答, 操练的轴的建筑在karst 可能是昂贵的
并且费时。 在努力存时间和金钱, 作者和其他
项目设计队的成员开发了组合地面改善
节目允许医疗设施的支持在常规浅基础。
组合地面改进方案包括了(1) 盖帽填水泥岩石
表面极大减少sinkhole 风险, 并且(2) Geopier. 的建筑
元素加强和僵住土壤立刻在计划的浅之下
基础。 为组合地面的发展和提炼
改进方案, 广泛的表层下描述特性执行了使用
锥体渗透测试(CPT) 在每个专栏地点。 CPT 结果被使用了
开发表层下条件的三维模型包括恰当
karst 特点。 成本节省提供了由组合地面改善
节目估计是超出$1M 。
岩石轴承操练的轴历史上是选择的基础为
主要大厦和其他结构被修建在石灰石和dolostone
东部田纳西地质。 在这个区域, 操练的轴典型地被推进到
岩石上面与土壤木钻和充分地装入。 岩石木钻, 核心桶, 并且其他
工具被使用推进轴挖掘入岩石。 直到非常最近,
接受设计观察实践将降低工程师入
挖掘观察准备的岩石表面在加强的安置之前
钢和混凝土。 由于安全关心, 供选择的方法, 譬如downhole
录影, 被使用证实岩石路基条件。 虽然
昂贵, 操练的轴代表一个健壮基础选择为克服
富挑战性karst 情况。