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    FIBER-REINFORCED SOIL MIXTURES
    2.
    发明申请
    FIBER-REINFORCED SOIL MIXTURES 审中-公开
    纤维增强土壤混合物

    公开(公告)号：WO99009114A1

    公开(公告)日：1999-02-25

    申请号：PCT/US1998/015177

    申请日：1998-07-22

    IPC分类号： C09K17/40 ,  C09K17/50 ,  E02D3/00

    CPC分类号： C09K17/40 ,  C09K17/50 ,  E02D3/005 ,  Y10S106/90

    摘要： The present invention provides semi-solid and reinforced soil mixtures formed from aqueous soil mixtures such as dredge material, discrete reinforcing fibers such as glass fibers. The reinforced mixtures can include additives for partially solidifying the aqueous soil mixture, such as calcium-containing materials, cementitious materials, silicon-containing materials, aluminum-containing materials and mixtures thereof. The pH of the reinforced soil mixture can be adjusted to control deterioration of the reinforcing fibers, as desired.

    摘要翻译： 本发明提供了由诸如疏浚材料，离散增强纤维如玻璃纤维的水性土壤混合物形成的半固体和增强的土壤混合物。 增强混合物可以包括用于部分固化含水土壤混合物的添加剂，例如含钙材料，水泥质材料，含硅材料，含铝材料及其混合物。 根据需要，可以调节增强土壤混合物的pH以控制增强纤维的劣化。

    COMPOSITE FABRIC WEBS FOR REINFORCING SOIL LAYERS
    4.
    发明申请
    COMPOSITE FABRIC WEBS FOR REINFORCING SOIL LAYERS 审中-公开
    COMPOSITE RAIL用于加固土壤层

    公开(公告)号：WO99058767A1

    公开(公告)日：1999-11-18

    申请号：PCT/EP1999/002976

    申请日：1999-05-03

    IPC分类号： C09K17/00 ,  E01C3/00 ,  E02D3/00 ,  E02B3/12 ,  B32B5/08 ,  D04H13/00

    CPC分类号： E02D3/005 ,  C09K17/00 ,  E01C3/003 ,  Y10T442/198

    摘要： The invention relates to a composite fabric web for reinforcing soil layers, consisting of a textile lattice (1) and a water-permeable, flat textile structure (2) which is joined to the lattice (1). The aim of the invention is to provide a geotextile composite fabric web whose positioning not only achieves good reinforcement but also allows for the rapid and reliable consolidation of the subsoil situated beneath the textile composite fabric web. To this end the lattice (1) consists of strips (3) which are at least 4 cm wide, extend at distances (A) of at least 30 cm in the longitudinal direction of the composite fabric web and have high tensile strength, as well as of second strips (4) which are at least 4 cm wide, extend at distances (A) of at least 30 cm at right angles to the first strips (1) and have high tensile strength. At the points of intersection (5) the second strips are joined to the first strips (3) in a non-slip manner. The flat textile structure (2) consists of a tear-resistant material which can be stretched by at least 25 % and is positioned above the lattice (1).

    摘要翻译： 本发明涉及一种复合织物网用于加固土壤层，包括纺织晶格（1）和一个与电网（1）连接到所述水可渗透的织物（2）。 任务是创建不仅有很好的补强，实现在其安装土工布，复合片材，但也位于纺织复合板下方的地下，可以快速，可靠地巩固。 该目的是这样实现在电网（1）的宽至少为4厘米，在复合片材的纵向方向上延伸的至少30厘米的间距（A），拉伸强度高的磁带（3）和宽的至少4厘米，（在间隔甲 ）横向于所述第一带（延伸1（4）至少30厘米），高的拉伸强度的第二带，其中（在与（3）连接在所述第一条带和所述织物紧密滑动的交叉点5）（2）由一 是由至少25％的设置可拉伸的和由lacerative材料和电网上述（1）。

    CLAY SOIL REINFORCEMENT
    5.
    发明申请
    CLAY SOIL REINFORCEMENT 审中-公开
    粘土加固

    公开(公告)号：WO99014288A1

    公开(公告)日：1999-03-25

    申请号：PCT/GB1998/002838

    申请日：1998-09-18

    IPC分类号： C09K17/16 ,  E02D3/00

    CPC分类号： E02D3/005 ,  C09K17/16 ,  E02D2300/0039 ,  E02D2300/0051 ,  E02D2300/0054 ,  E02D2300/0059

    摘要： A clay soil is reinforced by intimately mixing it with randomly oriented polymer (e.g. polypropylene or polyester) fibres having an average length in the range of 6 to 18 mm; and compacting the resultant mixture. The fibres are preferably monofilaments rather than fibrillated and may be straight or crimped fibres and most preferably have a diameter of about 15 to 60 mu m. The fibres are preferably coated with a dispersing agent to prevent them from aggregating whilst being mixed into the soil.

    摘要翻译： 通过与平均长度在6至18mm范围内的无规取向的聚合物（例如聚丙烯或聚酯）纤维紧密混合来增强粘土的粘土; 并压制所得混合物。 纤维优选是单丝而不是原纤化的，并且可以是直的或卷曲的纤维，最优选具有约15至60μm的直径。 纤维优选用分散剂涂覆以防止它们在混入土壤中时聚集。

    GRANULAR MATERIALS AND METHOD OF SOIL REINFORCEMENT
    6.
    发明申请
    GRANULAR MATERIALS AND METHOD OF SOIL REINFORCEMENT 审中-公开
    颗粒材料和土壤强化方法

    公开(公告)号：WO1994028248A1

    公开(公告)日：1994-12-08

    申请号：PCT/FR1994000643

    申请日：1994-06-01

    申请人： ORGEL ,  FAGE, Jean-Louis ,  CHOUDIN, Claude ,  RIEUNIER, Jean-Baptiste ,  LETALENET, Jean-Marc

    发明人： ORGEL

    IPC分类号： E01C03/00

    CPC分类号： E02D3/005 ,  E01C3/003

    摘要： Material for forming soils, layers or subbases used in the preparation of roadways and grounds. The material includes an ungraded granulated material such as sand or industrially derived powder materials to which are added glass filament bundles in a proportion of 0.01 to 0.1 %. The invention also concerns a method and device for the preparation of the material.

    摘要翻译： 用于形成用于制备道路和地面的土壤，层或底座的材料。 该材料包括未分级的粒状材料如砂或工业衍生的粉末材料，其中以0.01-0.1％的比例加入玻璃纤维束。 本发明还涉及用于制备材料的方法和装置。

    METHOD OF SOIL STABILIZATION USING FIBERS
    7.
    发明申请
    METHOD OF SOIL STABILIZATION USING FIBERS 审中-公开
    使用纤维的土壤稳定化方法

    公开(公告)号：WO2014205581A1

    公开(公告)日：2014-12-31

    申请号：PCT/CA2014/050617

    申请日：2014-06-27

    申请人： ACM TECHNOLOGIES INC.

    发明人： SHVARZMAN, Asia

    IPC分类号： C09K17/48 ,  C04B28/00

    CPC分类号： C09K17/50 ,  C04B28/04 ,  C04B28/08 ,  C04B2111/00732 ,  C09K17/08 ,  C09K17/10 ,  C09K17/40 ,  E01C7/36 ,  E01C23/065 ,  E02D3/005 ,  E02D3/02 ,  Y02W30/94 ,  Y02W30/96 ,  Y02W30/97 ,  C04B7/02 ,  C04B14/106 ,  C04B14/22 ,  C04B14/361 ,  C04B18/20 ,  C04B18/248 ,  C04B18/141

    摘要： Described herein is a novel soil stabilization mixture comprising a mixture of soil to be stabilized, fibers and binder. The soil and the fibers are mixed together. The binder, which acts as a chemical stabilizer, is then added and mixing continues. The mixture is then applied to the soil to be stabilized and the stabilized soil is then compacted. The fibers can be recycled carpet fibers, fiber reinforced polymer, biofibers or a mixture thereof. The binder comprises Portland cement and at least one of crushed glass, metakaolin and ground blast furnace slag.

    摘要翻译： 本文描述的是一种新型的土壤稳定混合物，其包含待稳定的土壤，纤维和粘合剂的混合物。 土壤和纤维混合在一起。 然后加入充当化学稳定剂的粘合剂，并继续混合。 然后将混合物施加到待稳定的土壤上，然后压实稳定的土壤。 纤维可以是回收的地毯纤维，纤维增强聚合物，生物纤维或其混合物。 粘合剂包括波特兰水泥和碎玻璃，偏高岭土和高炉矿渣中的至少一种。

    STABILIZED AND REINFORCED CIVIL CONSTRUCTIONS AND METHOD OF MAKING SAME
    8.
    发明申请
    STABILIZED AND REINFORCED CIVIL CONSTRUCTIONS AND METHOD OF MAKING SAME 审中-公开
    稳定和加固的公民结构及其制造方法

    公开(公告)号：WO2014130832A1

    公开(公告)日：2014-08-28

    申请号：PCT/US2014/017732

    申请日：2014-02-21

    申请人： NICOLON CORPORATION D/B/A TENCATE GEOSYNTHETICS AMERICAS

    发明人： JONES, David Michael ,  KING, Kevin Nelson

    IPC分类号： D03D9/00 ,  D03D13/00 ,  D03D15/00

    CPC分类号： E02D3/005 ,  D03D9/00 ,  D03D13/00 ,  D03D13/008 ,  D03D15/00 ,  D03D25/00 ,  D10B2321/022 ,  D10B2505/204 ,  Y10T442/3179

    摘要： Described herein is woven geotextile formed of a plain six-pick weave fabric having an apparent opening size (AOS) of at least 40 as measured in accordance with ASTM International Standard D4751, a water flow rate of at least 35 gpm/ft2 as measured in accordance with ASTM International Standard D4491, a 12% strain at a tensile load of at least 300 lb/in as measured in accordance with ASTM International Standard D4595 in the warp direction, and a 12% strain at a tensile load of at least 270 lb/in in accordance with ASTM International D4595 at 270 lb/in in the fill direction. Also described herein is a reinforced civil structure having a subgrade formed at least partially of soil; a base course; and a woven geotextile disposed between the subgrade and the base course.

    摘要翻译： 本文描述的是由平原六针编织织物形成的织造土工织物，其具有根据ASTM国际标准D4751测量的至少40的表观开口尺寸（AOS）至少为40，水流速率为至少35gpm / ft 2，如 根据ASTM国际标准D4491，根据ASTM国际标准D4595在经向方向测量的拉伸载荷为至少300lb / in的12％应变，以及在拉伸载荷下的至少270lb的12％应变 /根据ASTM国际D4595在270磅/英寸的填充方向。 本文还描述了一种具有至少部分由土壤形成的路基的加固土木结构; 基础课程 以及布置在路基和基层之间的编织土工织物。