Method of enhanced end bearing capacity via post construction preload/reload
    1.
    发明授权
    Method of enhanced end bearing capacity via post construction preload/reload 有权
    通过后施工预载/重载加强终端承载能力的方法

    公开(公告)号:US07651302B2

    公开(公告)日:2010-01-26

    申请号:US11676410

    申请日:2007-02-19

    IPC分类号: E02D3/12

    CPC分类号: E02D3/12

    摘要: A method for increasing stiffness of bearing strata formed of soil, rock or other geomaterial includes the steps of injecting non-hardening pre-compression fluids, in the form of viscous non-hardening slurries that are pressurized beneath a foundation tip for extended periods of time, into the bearing strata to cause pre-compression of the bearing strata. This enhances end bearing capacity in poorly draining soils by providing more time to squeeze water from voids in the poorly draining soils. The bearing strata may also be mechanically pre-compressed. The non-hardening pre-compression fluids may be exchanged with grout to fill a void formed by cavity expansion and previously occupied by the non-hardening, pre-compression fluid. This grout is cured without external additional pressure. Grout may be used in lieu of non hardening pre-compression fluids to affect end bearing enhancement provided that external additional pressure is not applied to the grout while it cures.

    摘要翻译: 用于增加由土,岩石或其它地质材料形成的承载层的刚度的方法包括以粘性非硬化浆料的形式注入非硬化的预压缩流体的步骤,所述非硬化预压缩流体在基础尖端下长时间加压 ,进入轴承层以引起承载层的预压缩。 这通过提供更多的时间从排水不良的土壤中的空隙中挤出水来增强排水不良的终端承载能力。 轴承层也可以机械预压缩。 非硬化预压流体可以与浆料交换以填充由空腔膨胀形成的空隙,并且预先被非硬化的预压缩流体占据。 这种灌浆在没有外部附加压力的情况下固化。 可以使用灌浆来代替非硬化的预压缩流体,以影响端部轴承的增强,只要在固化时外部额外的压力不施加到灌浆。

    Method of Enhanced End Bearing Capacity Via Post Construction Preload/Reload
    2.
    发明申请
    Method of Enhanced End Bearing Capacity Via Post Construction Preload/Reload 有权
    通过后施工预加载/重新加载增强端轴承能力的方法

    公开(公告)号:US20070237587A1

    公开(公告)日:2007-10-11

    申请号:US11676410

    申请日:2007-02-19

    IPC分类号: C09K17/00

    CPC分类号: E02D3/12

    摘要: A method for increasing stiffness of bearing strata formed of soil, rock or other geomaterial includes the steps of injecting non-hardening pre-compression fluids, in the form of viscous non-hardening slurries that are pressurized beneath a foundation tip for extended periods of time, into the bearing strata to cause pre-compression of the bearing strata. This enhances end bearing capacity in poorly draining soils by providing more time to squeeze water from voids in the poorly draining soils. The bearing strata may also be mechanically pre-compressed. The non-hardening pre-compression fluids may be exchanged with grout to fill a void formed by cavity expansion and previously occupied by the non-hardening, pre-compression fluid. This grout is cured without external additional pressure. Grout may be used in lieu of non hardening pre-compression fluids to affect end bearing enhancement provided that external additional pressure is not applied to the grout while it cures.

    摘要翻译: 用于增加由土,岩石或其它地质材料形成的承载层的刚度的方法包括以粘性非硬化浆料的形式注入非硬化的预压缩流体的步骤,所述非硬化预压缩流体在基础尖端下长时间加压 ,进入轴承层以引起承载层的预压缩。 这通过提供更多的时间从排水不良的土壤中的空隙中挤出水来增强排水不良的终端承载能力。 轴承层也可以机械预压缩。 非硬化预压流体可以与浆料交换以填充由空腔膨胀形成的空隙,并且预先被非硬化的预压缩流体占据。 这种灌浆在没有外部附加压力的情况下固化。 可以使用灌浆来代替非硬化的预压缩流体,以影响端部轴承的增强,只要在固化时外部额外的压力不施加到灌浆。

    3-D imaging sensor based location estimation
    5.
    发明授权
    3-D imaging sensor based location estimation 有权
    基于3-D成像传感器的位置估计

    公开(公告)号:US09218529B2

    公开(公告)日:2015-12-22

    申请号:US13610507

    申请日:2012-09-11

    摘要: A system and method for estimating a location of an object or vehicle is provided. Images of a region encompassing the object are obtained, providing a three dimensional (3-D) view frame of the region. 3-D view frames are collected along a direction of travel of the object. A 3-D map is generated along the direction of travel of the object, the map based on the 3-D view frames and further based on an estimate of motion of the object at times associated with the 3-D view frames. A first set of features is extracted from the 3-D map. A geo-referenced feature database is searched for a second set of features that match the first set of features. A geo-location associated with the second set of features is retrieved from the feature database. The location of the object is estimated based on the retrieved geo-location.

    摘要翻译: 提供了一种用于估计物体或车辆的位置的系统和方法。 获得包围对象的区域的图像,提供该区域的三维(3-D)视图帧。 沿对象的行进方向收集3-D视图帧。 沿着物体的行进方向,基于3-D视图帧的地图,并且还基于与3-D视图帧相关联的时间的对象的运动的估计,生成3-D地图。 从3-D图中提取第一组特征。 搜索地理参考的特征数据库以搜索与第一组特征匹配的第二组特征。 从特征数据库检索与第二组特征相关联的地理位置。 基于检索的地理位置来估计对象的位置。

    Variable stiffness fuel rail pulse damper having extended dynamic range
    6.
    发明授权
    Variable stiffness fuel rail pulse damper having extended dynamic range 失效
    可变刚度燃料轨道脉冲阻尼器具有延长的动态范围

    公开(公告)号:US06901914B1

    公开(公告)日:2005-06-07

    申请号:US10928358

    申请日:2004-08-27

    IPC分类号: F02M63/00 F02M69/46 F02M55/04

    摘要: A fluid pulse damper having increased dynamic range and sensitivity, being especially useful in suppressing pulsations in the fuel supply rail of an internal combustion engine. The damper is a longitudinal gas-filled plastic pillow having walls formed by opposed flexible short sides and opposed flexible long sides, and includes at least one internal self-contact element, and preferably a plurality of such elements. As the short sides flex, the elements make contact internally, shifting the damper into a different compression regime and extending the pressure/response over an increased range of pressures. A feature of some embodiments is that the inner surface within the contact elements is shifted into tension after the elements make contact, thereby stiffening the damper and increasing the damper's resistance to further deformation. The damper is formed of a plastic such as ultra-high molecular weight polyethylenes, high flow polyetherimides, or tubing grade polyphthalamides.

    摘要翻译: 具有增加的动态范围和灵敏度的流体脉冲阻尼器特别适用于抑制内燃机的燃料供应轨道中的脉动。 阻尼器是纵向填充气体的塑料枕头,其具有由相对的柔性短边和相对的柔性长边形成的壁,并且包括至少一个内部自接触元件,并且优选地多个这样的元件。 当短边弯曲时,元件在内部接触,将阻尼器移动到不同的压缩状态,并在增加的压力范围内延伸压力/响应。 一些实施例的特征在于,在元件接触之后,接触元件内的内表面被转移到张力中,从而加强阻尼器并增加阻尼器的进一步变形的阻力。 阻尼器由塑料如超高分子量聚乙烯,高流量聚醚酰亚胺或管状聚邻苯二甲酰胺形成。