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1. 发明授权

US08898996B2 Method for forming a retaining wall, and corresponding retaining wall 有权
标题翻译：用于形成挡土墙的方法和相应的挡土墙
公开(公告)号：US08898996B2
公开(公告)日：2014-12-02
申请号：US13821153
申请日：2012-09-27
申请人： Maurice Garzon , Lavih Garzon
发明人： Maurice Garzon , Lavih Garzon
IPC分类号： E02D3/02 , E02D29/02 , E02D3/046 , E02D27/26
CPC分类号： E02D29/0275 , E02D3/046 , E02D27/26 , E02D29/02
摘要： A method for forming a cementitious retaining wall is described. The method includes the step of defining on an earth surface an outline of the wall to be formed. The outline delimits an area of earth to be excavated. The method also includes the step of compacting the area. After compaction, the earth underneath and adjacent to the area is densified, which provides stability to the earth during excavation and after the wall is formed. The method also includes the step of excavating the earth from the area compacted to an initial depth, thereby creating a wall cavity. The method further includes the step of compacting the bottom surface of the wall cavity and subsequently excavating the earth from the compacted bottom surface. This step can be repeated as much as required, under a final depth of the wall cavity is reached. Once the final depth is reached, the wall cavity can be filled at least partially a cementitious material so as to form the retaining wall.
摘要翻译：描述了一种用于形成水泥质挡土墙的方法。该方法包括在地球表面上限定要形成的壁的轮廓的步骤。大纲划定了要挖掘的地球区域。该方法还包括压实该区域的步骤。压实后，该区域下方和附近的地球致密化，这在开挖期间和墙体形成后为地球提供了稳定性。该方法还包括从压实到初始深度的区域挖掘地球的步骤，从而形成壁腔。该方法还包括压实壁腔的底面并随后从压实的底面挖掘土的步骤。该步骤可以根据需要重复，在达到最终深度的壁腔。一旦达到最终深度，壁腔可以至少部分地填充水泥质材料，以便形成挡土墙。

2. 发明授权

US10253472B2 Method for forming a stable foundation ground 有权
公开(公告)号：US10253472B2
公开(公告)日：2019-04-09
申请号：US15524212
申请日：2016-11-16
申请人： Maurice Garzon , Lavih Garzon
发明人： Maurice Garzon , Lavih Garzon
IPC分类号： E02D3/12 , E02D3/02 , E02D3/046
摘要： A method for transforming existing ground of a given site into a more stable foundation ground is provided. The method includes the steps of defining an outlined area about a surface of the existing ground, excavating soil throughout the outlined area to a depth extending through layers of different soil types; conditioning the excavated soil by mixing together layers of different soil types homogeneously, including in some cases soil imported from an external source; returning the conditioned soil to the outlined area to fill the excavated depth, and compacting the conditioned soil returned to the outlined area, thereby forming the stable foundation ground of high structural capacity and low compressibility.

3. 发明申请

US20180238012A1 METHOD FOR FORMING A STABLE FOUNDATION GROUND 审中-公开
公开(公告)号：US20180238012A1
公开(公告)日：2018-08-23
申请号：US15524212
申请日：2016-11-16
申请人： Maurice Garzon , Lavih Garzon
发明人： Maurice Garzon , Lavih Garzon
IPC分类号： E02D3/12 , E02D3/046
CPC分类号： E02D3/123 , E02D3/02 , E02D3/046 , E02D2300/0018 , E02D2300/0079
摘要： A method for transforming existing ground of a given site into a more stable foundation ground is provided. The method includes the steps of defining an outlined area about a surface of the existing ground, excavating soil throughout the outlined area to a depth extending through layers of different soil types; conditioning the excavated soil by mixing together layers of different soil types homogeneously, including in some cases soil imported from an external source; returning the conditioned soil to the outlined area to fill the excavated depth, and compacting the conditioned soil returned to the outlined area, thereby forming the stable foundation ground of high structural capacity and low compressibility.

4. 发明申请

US20140215959A1 METHOD FOR FORMING A RETAINING WALL, AND CORRESPONDING RETAINING WALL 有权
标题翻译：形成保持墙的方法和相应的保持墙
公开(公告)号：US20140215959A1
公开(公告)日：2014-08-07
申请号：US13821153
申请日：2012-09-27
申请人： Maurice Garzon , Lavih Garzon
发明人： Maurice Garzon , Lavih Garzon
IPC分类号： E02D29/02 , E02D27/26 , E02D3/046
CPC分类号： E02D29/0275 , E02D3/046 , E02D27/26 , E02D29/02
摘要： A method for forming a cementitious retaining wall is described. The method includes the step of defining on an earth surface an outline of the wall to be formed. The outline delimits an area of earth to be excavated. The method also includes the step of compacting the area. After compaction, the earth underneath and adjacent to the area is densified, which provides stability to the earth during excavation and after the wall is formed. The method also includes the step of excavating the earth from the area compacted to an initial depth, thereby creating a wall cavity. The method further includes the step of compacting the bottom surface of the wall cavity and subsequently excavating the earth from the compacted bottom surface. This step can be repeated as much as required, under a final depth of the wall cavity is reached. Once the final depth is reached, the wall cavity can be filled at least partially a cementitious material so as to form the retaining wall.
摘要翻译：描述了一种用于形成水泥质挡土墙的方法。该方法包括在地球表面上限定要形成的壁的轮廓的步骤。大纲划定了要挖掘的地球区域。该方法还包括压实该区域的步骤。压实后，该区域下方和附近的地球致密化，这在开挖期间和墙体形成后为地球提供了稳定性。该方法还包括从压实到初始深度的区域挖掘地球的步骤，从而形成壁腔。该方法还包括压实壁腔的底面并随后从压实的底面挖掘土的步骤。该步骤可以根据需要重复，在达到最终深度的壁腔。一旦达到最终深度，壁腔可以至少部分地填充水泥质材料，以形成挡土墙。

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