公开(公告)号：US12037759B2

公开(公告)日：2024-07-16

申请号：US17520736

申请日：2021-11-08

Applicant: Wuhan Center, China Geological Survey (Central South China Innovation Center for Geosciences)

Inventor： Zhenwei Dai ,  Shengtao Zhou ,  Yanjun Zhang ,  Xiaolin Fu ,  Runqing Ye ,  Jinjun Guo ,  Zhigang Du

IPC: E02B3/04 ,  G01H9/00 ,  G01K11/3206 ,  G01L1/24 ,  E02D17/20

CPC classification number: E02B3/04 ,  G01H9/004 ,  G01K11/3206 ,  G01L1/246 ,  E02D17/207 ,  E02D2300/0051 ,  E02D2600/10

Abstract: An integrated anchoring structure of basalt fiber reinforced plastic (BFRP) bars for a reservoir bank slope includes: a plurality of BFRP anchoring bars, where each of the BFRP anchoring bars includes a plurality of BFRP bars bonded to one another, a lower steel casing pipe, an upper steel casing pipe and a steel strand bonded to an upper portion of the upper steel casing pipe and aligned with the BFRP bars, and a grating array temperature sensing optical cable, a grating array stress sensing optical cable and a grating array vibration sensing optical cable are bonded in each of the BFRP bars; a plurality of shear-resistant bricks distributed on structural planes; a pouring base arranged at a bottom of the anchoring borehole; and an anchoring section arranged at an upper portion of the pouring base.

公开(公告)号：US20240052589A1

公开(公告)日：2024-02-15

申请号：US18268248

申请日：2021-12-13

Applicant: SOLETANCHE FREYSSINET

Inventor： Juan Fernando URIBE ,  Robert ROCHA ,  Juan Carlos ALBA ,  César AMAYA

IPC: E02D17/20 ,  E02D29/02

CPC classification number: E02D17/207 ,  E02D29/0266

Abstract: A method for fabricating a retaining wall configured to extend into a ground comprising the steps of providing at least a first longitudinal support having a receiving part and extending along a first longitudinal direction; placing the first longitudinal support transversely to the ground; providing at least a first module comprising a longitudinal element and a first wing; positioning the first module parallel to the first longitudinal support; connecting the first module to the first longitudinal support, so that the first wing of the first module is slidably engaged with the receiving part of the first longitudinal support; then moving said first module in translation along the first longitudinal direction, and sinking said first module into the ground and then the first longitudinal support into the ground.

公开(公告)号：US09657454B2

公开(公告)日：2017-05-23

申请号：US14588580

申请日：2015-01-02

Applicant: PND ENGINEERS, INC.

Inventor： William Dennis Nottingham

IPC: E02D5/08 ,  E02D17/20 ,  E02D5/03 ,  E02D5/16 ,  E02D5/54 ,  E02D7/02 ,  E02D5/06 ,  E02D5/02 ,  E02D5/04 ,  E02D29/02

CPC classification number: E02D17/207 ,  E02D5/02 ,  E02D5/03 ,  E02D5/04 ,  E02D5/06 ,  E02D5/08 ,  E02D5/16 ,  E02D5/54 ,  E02D7/02 ,  E02D29/02

Abstract: A soil retaining system combining flat sheet pile walls in an open cell configuration includes integral soil anchors providing an improved earth retaining system. Another aspect of the invention is a method of designing and installing a soil retaining system with an open sheet pile cell structure having integral soil anchors. The method includes, inter alia, calculating soil forces by taking into account material strength of sheet pile, soil friction against the sheet pile in combination with the strength of the integral soil anchor, selecting sheet pile size and length based on soil forces calculation; and installation of sheet pile to form a soil retaining system. The integral soil anchors serve to provide higher load resistance to the improved earth retaining system.

公开(公告)号：US20160047105A1

公开(公告)日：2016-02-18

申请号：US14828482

申请日：2015-08-17

Applicant: GWW-INFRA HOLDING B.V.

Inventor： Willem Martin ZIELMAN

IPC: E02D17/20 ,  E02D17/18 ,  E02B3/12 ,  E02B3/04 ,  E02B3/10

CPC classification number: E02D17/202 ,  E02B3/04 ,  E02B3/10 ,  E02B3/102 ,  E02B3/12 ,  E02B3/121 ,  E02B7/06 ,  E02D3/126 ,  E02D17/18 ,  E02D17/207 ,  E02D19/18 ,  E02F3/18 ,  E02F3/20 ,  E02F5/08 ,  E02F5/10 ,  E02F5/22 ,  E02F7/06

Abstract: The invention relates to a method for making a barrier screen in a dike body for preventing transport of soil particles, said barrier screen being positioned substantially standing and extending in a longitudinal direction of said dike body, wherein in said method said barrier screen is obtained by mechanically mixing soil that is already present in said dike body with a binder. The method is characterized in that it comprises the step of displacing the chain cutter along the trajectory of the barrier screen to be made through the dike body and mixing the soil present and the binder as well as inserting a cloth into the mixed soil.

Abstract translation: 本发明涉及一种用于在堤体中制造阻挡屏以防止土壤颗粒运输的方法，所述屏障基本上位于所述堤体的纵向方向上并且沿所述堤体的纵向延伸，其中在所述方法中所述屏障是通过 将已经存在于所述堤体中的土壤与粘合剂机械混合。 该方法的特征在于它包括沿着阻挡屏障的轨迹移动链刀的步骤，通过堤体和混合土壤和粘合剂以及将布插入混合土中。

公开(公告)号：US20160010302A1

公开(公告)日：2016-01-14

申请号：US14772787

申请日：2014-02-28

Applicant: SOLETANCHE FREYSSINET

Inventor： Erik MELLIER ,  Thierry JEANMAIRE ,  Memphis LOYGUE

IPC: E02D5/18 ,  E02D11/00 ,  E02D17/20 ,  E02D17/13

CPC classification number: E02D5/187 ,  E02D11/00 ,  E02D17/13 ,  E02D17/207

Abstract: The invention relates to a prestressed diaphragm wall in the ground (10) including a concrete panel (52), at least one anchor tube open at its upper end (38) and closed at its lower end (36) and, embedded at least partially in the concrete panel, at least one cable (60) extending inside the anchor tube (30), a lower portion of the cable (60) being fixed to said tube (30), and a cable anchoring system (90), configured to hold the cable in tension (60) and secure its upper portion (68) to the upper portion of the concrete panel (52). It also relates to a method for making a prestressed diaphragm wall.

Abstract translation: 本发明涉及一种包括混凝土面板（52）的地面（10）中的预应力隔墙，至少一个在其上端（38）开口并在其下端封闭的锚管（36），并至少部分地嵌入 在所述混凝土面板中，至少一个在所述锚定管（30）内部延伸的缆线（60），所述缆索（60）的下部固定到所述管（30）上，以及缆索锚固系统（90） 将电缆固定在紧固件（60）上并将其上部（68）固定到混凝土面板（52）的上部。 它还涉及制造预应力隔膜壁的方法。

公开(公告)号：US09228313B2

公开(公告)日：2016-01-05

申请号：US14510374

申请日：2014-10-09

Applicant: AMHOLD AS

Inventor： Arvu Mägi

IPC: E02D29/02 ,  E02D17/20

CPC classification number: E02D29/02 ,  E02D17/202 ,  E02D17/207 ,  E02D29/0241

Abstract: The method for the restoration and reinforcement of scarps and a resulting reinforced structure is provided. The method includes of clearing the scarp surface under restoration, and of creating a pit (an excavation). The bottom of the pit is filled with mineral soil and is compacted as a foundation of a retaining wall. A protective filter made from draining mineral soil is installed on the foothill of the scarp, where the protective filter is surrounded by draining geotextile. The geogrid is placed on the surface of the regressed scarp and then anchored to the soil of the scarp by tensile ropes. A rigid support, such as a crib (grillage), is created on the protective filter and batter piles are driven under the rigid support. Then the retaining wall is constructed, consisting of layers of compacted soil that are surrounded by draining geotextile. The retaining wall is covered by erosion control mats, anchored to the draining geotextile of the soil layers of the retaining wall. Protrusion in the scarp is covered with large granite boulders or concrete elements.

Abstract translation: 提供了恢复和加固疤痕的方法以及由此得到的加固结构。 该方法包括清理恢复时的陡峭表面，以及创建坑（挖掘）。 坑底充满了矿物土，被压实成为挡土墙的基础。 由排水土壤制成的保护过滤器安装在陡坡的脚下，保护过滤器被排水土工织物包围。 将土工格栅放置在倒退的陡坡的表面上，然后通过拉伸绳锚固到陡坡的土壤上。 在保护过滤器上形成了诸如婴儿床（格子）之类的刚性支撑件，并且在刚性支撑件下方驱动糊料堆。 然后构造挡土墙，由排水土工织物包围的压实土层组成。 挡土墙由侵蚀控制垫覆盖，锚固在挡土墙土层的排水土工织物上。 陡坡上的突起覆盖着大型花岗岩巨石或混凝土构件。

公开(公告)号：US20110229275A1

公开(公告)日：2011-09-22

申请号：US13065013

申请日：2011-03-11

Applicant: Michael Winings ,  Steven Hahn

Inventor： Michael Winings ,  Steven Hahn

IPC: E02D17/20

CPC classification number: E02D17/20 ,  E02D17/202 ,  E02D17/207

Abstract: An erosion control device is placeable on a ground surface for serving as a barrier to the passage of soil past the control device. The control device includes a bag member that includes an upper member and a lower member that define a hollow pocket between the upper member and the lower member. A filler material is placed within the pocket member to impart a pillow-like shape to the bag member. The filler material is includes filler elements derived from shredded tires.

Abstract translation: 侵蚀控制装置可放置在地面上，用作阻挡土壤通过控制装置的通道。 控制装置包括袋构件，其包括在上构件和下构件之间限定中空袋的上构件和下构件。 将填充材料放置在口袋构件内以将袋状形状赋予袋构件。 填充材料包括从切碎轮胎得到的填充元件。

公开(公告)号：US07018141B2

公开(公告)日：2006-03-28

申请号：US10801123

申请日：2004-03-15

Applicant: William Dennis Nottingham

Inventor： William Dennis Nottingham

IPC: E02D5/08

CPC classification number: E02D17/207 ,  E02D5/02 ,  E02D5/03 ,  E02D5/04 ,  E02D5/06 ,  E02D5/08 ,  E02D5/16 ,  E02D5/54 ,  E02D7/02 ,  E02D29/02

Abstract: A soil retaining system combining flat sheet pile walls in an open cell configuration includes integral soil anchors to provide an earth retaining system. A method of designing and installing a soil retaining system with an open sheet pile cell structure having integral soil anchors. The method includes, inter alia, calculating soil forces by taking into account material strength of sheet pile, soil friction against the sheet pile in combination with the strength of the integral soil anchor, selecting sheet pile size and length based on soil forces calculation; and installation of sheet pile to form a soil retaining system. The integral soil anchors serve to provide higher load resistance to the earth retaining system.

Abstract translation: 将开放式电池结构中的平板桩墙结合在一起的土体保持系统包括一体的土体锚固件，以提供接地保持系统。 一种设计和安装具有整体土钉的开放式桩桩单元结构的土体保持系统的方法。 该方法尤其包括考虑到桩桩的材料强度，与桩体强度相结合的土体与土体的摩擦力，计算土体力，并根据土体力计算选择板桩的长度和尺寸; 并安装板桩以形成土壤保持系统。 整体式土钉可用于为土体保持系统提供更高的承载能力。

公开(公告)号：US20050102926A1

公开(公告)日：2005-05-19

申请号：US10990197

申请日：2004-11-16

Applicant: Joseph Carte ,  John Knight

Inventor： Joseph Carte ,  John Knight

IPC: E02D17/20 ,  E02D5/74

CPC classification number: E02D17/207 ,  Y02A10/24

Abstract: A method for stabilizing soil so as to inhibit undesirable movement thereof includes placing at least one anchor, such as a self-advancing helical anchor or a rock anchor, in the ground and then attaching a soil bolting device to the anchor. The soil bolting device may then be moved toward the anchor, such as by tightening a fastener which attaches the soil bolting device to the anchor, so as to compact and stabilize soil proximate the soil bolting device.

Abstract translation: 一种用于稳定土壤以防止其不希望的运动的方法包括将至少一个锚固件（例如自行进螺旋锚或岩石锚固件）放置在地面中，然后将锚固装置附接到锚固件。 然后可以将土体螺栓装置移动到锚固件，例如通过拧紧将土体螺栓连接装置连接到锚固件上的紧固件，以便压紧并稳定土壤螺栓连接装置附近的土壤。

公开(公告)号：US20030082014A1

公开(公告)日：2003-05-01

申请号：US09943204

申请日：2001-08-30

Inventor： Soo-Yong Kang

IPC: E02D017/00

CPC classification number: E02D17/207

Abstract: Disclosed is a method for reinforcing a slope, in which field ground deformation characteristics of an unstable slope can be rapidly and reliably judged, and the unstable slope is recovered and restored to its own natural state so as to make it possible to secure stability by introduction and application of an earth reinforcement theory, i.e., a theory that an apparent cohesion is increased by reinforcement members. This slope reinforcing method comprises the steps of: studying application conditions in connection with an applicable limit, in consideration of which determining soil parameters using the reverse analysis technique of the Janbu method; analyzing stability of the slope using the soil parameters by the Janbu method to estimate an slip failure force and a resistance force of the slope; planning a construction section of a reinforcement zone in order to increase the resistance force of the slope; disposing slope horizontal drain holes in consideration of the underground water level condition to study an external stability; checking an internal stability within the reinforcement zone against a critical failure; section in consideration of a pull-out force and a shear capacity of the reinforcement member; preparing design drawings; carrying out a reinforcement construction work; and treating surfaces of the greening soil.

Abstract translation: 公开了一种用于加强斜率的方法，其中可以快速可靠地判断不稳定斜率的场地变形特性，并且不稳定的斜率被恢复并恢复到其自然状态，以便通过引入确保稳定性 以及施加地强筋理论，即通过加强构件增加表观粘结力的理论。 该斜坡加固方法包括以下步骤：考虑使用Janbu方法的反向分析技术确定土壤参数，研究与适用极限相关的应用条件; 通过Janbu方法，利用土壤参数分析坡度的稳定性，估算斜坡的滑移破坏力和阻力; 规划加固区的施工段，以增加斜坡的阻力; 考虑到地下水位条件，设置边坡水平排水孔，研究外部稳定性; 检查加固区内的内部稳定性，防止严重失效; 考虑到加强构件的拉拔力和剪切能力; 准备设计图纸; 进行加固施工工作; 并处理绿化土壤的表面。