1149 results about "Geogrid" patented technology

A geogrid using fiber-reinforced polymeric strips and its producing method are disclosed. The geogrid of a lattice shape includes plural longitudinal fiber-reinforced polymeric strips longitudinally arranged in parallel at regular intervals and formed by reinforcing fiber in a thermoplastic polymer resin, and plural lateral fiber-reinforced polymer strip laterally arranged in parallel at regular intervals and formed by reinforcing fiber in a thermoplastic polymer resin. Each longitudinal fiber-reinforced polymer strip has at lease one first contact point crossed with the lateral fiber-reinforced polymer strip on the upper surface and at least one second contact point crossed with the lateral fiber-reinforced polymer strips on the lower surface. The contact points are fixed by welding the longitudinal and lateral fiber-reinforced polymer strips. The geogrid is excellent in installation capacity, frictional feature and shape stabilisation and shows high tensile strength and low tensile strain and low creep deformation.

A self-supporting earth facing module has a tubular sock to be filled with compost or fill material and a geogrid sheet which wraps around the circumference of the tubular sock with upper and lower extensions extending lengthwise to one side of the sock. The geogrid sheet is joined by a high-strength seam to the circumference of the sock. The module forms an integrated unit that can be used to form sequenced horizontal earth layers and serve as facing for a geosynthetically stabilized earth wall or slope. The sock may be vegetation-supportive and have built-in connectable irrigation tubing. The modules are installed in consecutive vertical lifts with a granular interlock zone to provide a connection medium for tying adjacent modules to each other and to the reinforced soil zone, and which may include connection to supplemental geogrids that extend the width of the reinforced zone for taller slopes and walls.

The invention discloses a special composite isolation layer for ecological restoration of side slopes of an acid waste-rock yard, comprising a plastic biaxial geogrid, a soil improvement layer and a water discharging plate. The invention further discloses a method for ecological restoration of the side slopes of the acid waste-rock yard, comprising the following steps: arranging the composite isolation layer, an ecological rod, a geogrid mesh, a base material layer and a seed layer on side slopes, leading the plastic biaxial geogrid, the ecological rod, the composite isolation layer, the base material layer and the seed layer to act mutually, effectively improving the growth conditions of plants and leading the growth of the plants to have sufficient water and nutrients. The invention better realizes the ecological restoration and creation of ecological landscapes on the side slopes of the acid waste-rock yard without conditions for plant growth, and simultaneously guarantees the structure and stability of the side slopes, thus achieving the purposes of greening and beautifying the environment, conserving water and soil and inhibiting runoff, also having simple construction technique, easy implementation and high efficiency and being suitable for large-area application.

A method for constructing cast-in-place pipe pile composite ground base on the soft ground is characterized by that a hollow structure with internal and external casing pipes is adopted and draven into the ground base, and a specially-designed casing pipe forming large-diameter in-situ pipe pile casting machine is used, then the concrete is placed in-situ so as to obtain the large-diameter cast-in-place pipe pile, and on its top portion, a sandstone layer and geotechnical grille and laid. This invention is a thin-wall pipe pile, belonging to the rigid pile, and its trength is high.

The invention relates to a flexible umbrella supporting anchor bolt and a method for supporting a soil slope thereby. An end ring and an end circular connector are fixedly disposed at one end of a round anchor bolt. A spring circular connector and a middle ring are fixedly disposed in the middle of the round anchor bolt. A lower circular connector adjacent to the right side of the middle ring movably sleeves the round anchor bolt. A drag umbrella surrounding the round anchor bolt comprises reacting plates evenly arranged, pull rods and compression springs. One end of a flexible pull rope is fixed to a round hole arranged in the other end of the round anchor bolt. More than one flexible umbrella supporting anchor bolt is connected with a soil high slope protective structure, composed of a geogrid mesh, a vegetation protective layer and a retaining wall, through the flexible pull ropes, and a whole for firmly and reliably anchoring and protecting the soil high slope is formed. The umbrella reacting plates are connected with the protective structural mesh through the flexible pull rope, anchoring force is greatly higher than that of a traditional anchor bolt, anchoring effect is more reliable, and engineering cost can be decreased by 50-60%.

The invention discloses a method for processing a soft roadbed through artificial composite crusts, including the following steps: first, constructing micro-piles; second, constructing a construction waste cushion layer; third, constructing pile caps and paving steel-plastic geotechnical grilles; fourth, filling and building a soillime layer; fifth, filling and building a compact clay-doped construction waste layer; and sixth, filling and building a road embankment. The micro-piles is connected with a plastic or hard plastic claypan and a soft plastic claypan; pile caps are arranged on the piles and the steel-plastic geotechnical grilles are connected on the pile caps; the undersides of the steel-plastic geotechnical grilles are connected with the construction waste cushion layer, and the upsides are connected with the soillime layer; and the soillime layer is connected with the compact clay-doped construction waste layer which is finally connected with the road embankment. The method reduces construction cost and environment pollution, realizes utilization of a large amount of construction waste, and remarkably improves the bearing strength and uneven settlement resistance of soft roadbeds. The method is also applicable for soft roadbed treatment in large area in other municipal projects.

The invention relates to a method for improving and protecting a collapsible loess slope project, which is characterized in that: the loess slope project is protected by adopting improved loess (3), gunny bags (4), a protective net (5), a geogrid (6) and a drainage ditch (8), wherein the improved loess is prepared by stirring and blending lime, fly ash and loess in a volume ratio, the total volume of the lime and fly ash accounts for no less than 30 percent of the volume of the admixture, the SiO2 and Al2O3 total content of the fly ash is no less than 75 percent, and the lime is calcium quicklime or calcium hydrated lime; the geogrid (6) is high-density polyethylene uniaxial geogrid; the gunny bags (4) are jute gunny bags; and the protective net (5) is made of a flexible stainless steel material. The method has the advantages of stabilizing the slope, solving the stability problem of the fill slope, realizing waste utilization, afforesting the environment and preventing soil erosion by improving the structural protective system consisting of the loess and geogrid; and the method is suitable for improving the collapsible loess project in civil engineering and can be used for projects such as highway embankment filling, building foundation improvement, retaining wall reinforcement and the like.

An erosion control system is provided which generally includes a flexible composite blanket or matting including a core layer bonded between an upper and a lower netting material, and an upper layer made of a biaxial geogrid. The matting has a flat upper surface without any substantial three dimensional features in which to trap sediment. The matting has a relatively high aerial density of about 0.7 pounds per square yard.

A large scale geotextile tube includes a plurality of shelves that extend across the width of the geotextile tube with each shelf formed of a web of geogrid material or geocell material. As one moves from the bottom of the geotextile tube to the top of the geotextile tube, the width of each shelf decreases. The geotextile tube can be surrounded by an envelope formed of geogrid material.

The invention relates to an exposed slope ecological restoration construction method using fermented sludge as a medium. The exposed slope ecological restoration construction method comprises the steps of: paving ecological rods on a slope surface of a slope in a contour manner and fixing the ecological rods through anchor rods; after the pavement of the ecological rods, performing bidirectional geogrid pavement to enable the bidirectional geogrid to cover the slope surface of the whole slope, and fixing the bidirectional geogrid on the slope surface of the slope through the anchor rods; spraying an underlying substrate on the slope surface where the ecological rods and the bidirectional geogrid are paved to enable the underlying substrate to cover the whole slope surface and the outer surfaces of the bidirectional geogrid and the ecological rods; after the underlying substrate is basically solidified, spraying a seed layer to enable the seed layer to cover the whole underlying substrate. The provided method achieves very obvious water and soil conservation effects and remarkable ecological fixation function on the slope, simple construction process, easy implementation, high efficiency and good effects, is suitable for large-area application, and has an obvious effect of optimizing the ecological environment and long-term significance.

The invention relates to a protection method for improving the salt expansion or the dissolution sink of salty soil, which is characterized in that calcium carbide ash, fly ash, zeolite and salty soil are adopted, are mixed and stirred according to the volume ratio of 1:1:1:9 and are used for the filler improvement of a road embankment, broken stone and gravel are adopted as a buffer layer, bitumen, geomembranes and geotextiles are adopted as a partition layer, a geogrid reinforcement improved filler is adopted, a sack filled with greening grass seeds, shrub seeds and improved soil is adopted to press the toe of a slope, and a side slope adopts the protection of the companion planting of grass and shrub and the combination of a hanging net. The invention has the following advantages of: (1) adjusting measures to local conditions, making full use of the salty soil, saving resources, utilizing wastes, such as the fly ash and the like, and realizing the utilization of the wastes; (2) adopting a structural protection system formed by the improved salty soil and a geogrid together and solving the problems of stability and uniform settlement of a fill slope; and (3) combining the grass and the shrub, reaching the ecological requirement on one hand, solidifying a sloping surface on the other hand and preventing the water and soil loss and the salt expansion or the dissolution sink. The invention is suitable for the problem of engineering improvement of the salty soil in civil engineering and can be used for the engineering of the filling of a highway embankment, the protection of the side slope, the construction of a foundation, the improvement treatment of a foundation pit and the like.

The invention provides a concrete panel reinforced retaining wall and a construction method of the concrete panel reinforced retaining wall. The concrete panel reinforced retaining wall comprises a surface layer and a geogrid reinforced wall body, and is characterized in that the surface layer is an integrated cast-in-place concrete panel, a concrete strip foundation is arranged at the bottom of the cast-in-place concrete panel, the geogrid reinforced wall body is a wrapped-face geogrid reinforced wall body, and the wrapped-face geogrid reinforced wall body and the integrated cast-in-place concrete panel are connected together through a reinforcing mesh and embedded anchor bars. The construction method includes the steps of foundation earth excavation, construction of the strip foundation on the base of a slope, construction of the reinforced retaining wall and construction of the cast-in-place concrete panel. The concrete panel reinforced retaining wall integrates advantages of a wrapped-face reinforced retaining wall and a panel-type reinforced retaining wall, and is high in integral rigidity, not prone to horizontal deformation and suitable for the conditions that the retaining wall is large in height and gradient and a slope surface faces water. The concrete panel reinforced retaining wall has the advantages of being high in stability, high in construction speed, good in anti-shake performance, wide in application range and the like.

An apparatus comprising a geogrid sand fence for depositing matter moved by wind currents including a stand fence and related methods are provided. A geogrid sand fence for the control of sand or other particulate matter movement can include support members carrying a fencing material. The fencing material can include a High Density Polyethylene geogrid mesh material having apertures distributed to provide a 50% porosity to maximize sand deposit volume. The geogrid mesh material has sufficient structural weight to be employed with a height of approximately 2 meters, which can be adjusted to maintain maximum effectiveness.

The invention discloses a greening method of a cement mortar anchoring and shotcreting side slope, comprising the steps of paving root-system induction holes on the cleaned cement anchoring and shotcreting side slope; setting ecological rods along the contour line; paving and anchoring vegetation cushions, ecological rods and geotechnique grille nets in ecologic rod lattices; and then spraying and sowing vegetation base layers and seed layers, finally covering vegetation blankets. Through the method, the cement mortar anchoring and shotcreting side slope is greened, so that the weathering and stripping of the cement mortar layer exposed in air for a long period can be avoided; the protection effect of the side slope engineering can be enhanced; and the long-time stability and safety of the slope surface can be ensured; meanwhile, the method solves the problem that the artificial planting layer on the cement mortar anchoring and shotcreting slope is eroded by rainfall to slip, fall off and the like, so that the stability of the planting layer can be ensured and a stable base is ecologically provided to the slope vegetation.

The invention discloses a filling construction method for a collapsible loess subgrade, and belongs to the technical field of construction of railway subgrades. The filling construction method for the collapsible loess subgrade comprises the following steps of 1, finishing foundation treatment on a collapsible loess subgrade foundation by combining CFGs (cement flyash gravel pile) and water soil compaction piles; 2, laying a 1m-thick water soil cushion layer on the top surface of the foundation, wherein two layers of geogrids with tensile strength of not weaker than 120KN/m in the water soil cushion layer; 3, after the filling construction of a part (3) below the foundation, adjusting the width of the subgrade and the slope of side slopes according to needs, removing redundant filled soil, and compacting the side slopes. According to the filling construction method for the collapsible loess subgrade, the technical problem of how to implement reasonable filling construction under a dry condition in a northwest region is mainly solved, and a continuous compaction technology is adopted for a filling construction process for the collapsible loess subgrade as an auxiliary quality control means.

The invention relates to a geogrid strain testing device and a testing method thereof. The device comprises a rigid shell, a flexible sealing body, a sensitive component and an electrode connected with a data line, wherein the side surface of the shell is provided with a line outlet hole for leading out the data line, the bottom of the shell is provided with a base interlocked with the bottom, and the middle part of the base is provided with a groove sleeved on the geogrid in a clamping mode. The strain of the geogrid is tested by the pulling sensitivity of the conductive rubber composite; and when in testing, the sensitive component is stuck with the geogrid; and when the geogrid is deformed, the resistance of the sensitive component is changed, and the strain of the geogrid can be obtained via testing the resistance change.

A method of recognizing an object in an image is provided using multi-sensor integration through conditionally optimal geo-scene generation and registration. At least two images, one of which is a conditionally optimum, ortho-rectified base image, are input and used to generate a geoscene using ground control points in a latitude-longitude geospatial domain. Georegistration of the geoscene produces a registered geoimage which may be output. A virtual geospatial information system database may be compiled from the georegistered images. A Virtual Transverse Mercator (VTM) projection is defined which allows processing of images falling on both sides of the equator or across traditional UTM boundaries. The georegistration process utilizes the union and the intersection of image pixels, and geooverlaying with interacting layers including geogrids and text layers, to define main body and background pixels to facilitate object recognition.

The invention discloses a bituminous pavement structure based on traffic condition of soft foundation and heavy load and a subgrade processing method. The bituminous pavement subgrade processing method based on traffic condition of soft soil foundation and heavy haul comprises the following steps: (1) determining the traffic level of road surface structure to be Special Level 1, Special Level 2 orSpecial Level 3 according to the standards of accumulative equivalent axles and the ratio of trucks with more than four axles on one lane; (2) determining the subgrade work zone depth of the SpecialLevel 1 and Special Level 2 to be 180-200cm and the work zone depth of the Special Level 3 to be 200-250cm; (3) determining earth pad strength level of the Special Level 1 is S4, S5 and S6; (4) processing the subgrage in the work zone depth with the method of laying mixed dregs, geogrid and detritus from bottom to top; (5) laying road surface. The method of the invention can improve the modulus ofresilience of the road surface structure by 100-200%, lower deflection by 50-80% and save comprehensive cost of construction by 12-27.8%.

A method of recognizing an object in an image using multi-sensor integration through conditionally optimal geoscene generation and registration is provided. At least two images, one of which is a conditionally optimum, ortho-rectified base image, are input and used to generate a geoscene using at least two ground control points in a latitude-longitude geospatial domain. Georegistration of the geoscene produces a registered geoimage which may be output. A virtual geospatial information system database may be compiled from the georegistered images. A virtual transverse Mercator (VTM) projection is defined which allows processing images falling on both sides of the equator or across traditional UTM boundaries. An Affine transform is used for coordinate transformation in generating geoscenes. The georegistration process utilizes the union and the intersection of image pixels, and geolayering with interacting layers including geogrids and text layers, to define main body and background pixels to facilitate object recognition.

The invention discloses an anchor rope geogrid retaining structure and a method for constructing the same. Each retaining structure (1) is provided with multiple levels of side slopes; each single level of side slope structurally comprises more than two basic structural units (4); each basic structural unit comprises a lower waterproof and drainage geogrid wrapped reinforced compacted soil layer and an upper geogrid wrapped reinforced compacted soil layer; a vegetation bag is placed at a certain position of each geogrid wrapped reinforced compacted soil layer and is close to the corresponding side slope; an anchor rope is arranged at the bottom of each level of side slope, is close to a side of the side slope and is connected with geogrid of the corresponding geogrid wrapped reinforced compacted soil layer, and the geogrid of each geogrid wrapped reinforced compacted soil layer is close to the inner side of the corresponding side slope; a top waterproof structural layer is arranged on the top of the top level of flexible retaining structure; ground drainage facilities are arranged on the surfaces of the slopes and include bottom drainage ditches, platform drainage ditches and top intercepting ditches. The anchor rope geogrid retaining structure and the method have the advantages that the method and the anchor rope geogrid retaining structure are particularly applicable to repairing side slopes damaged by water, or the anchor rope geogrid retaining structure is particularly suitable to be used as a decomposed rock or soil cut slope retaining structure.

A composite form for stabilizing an earthen embankment includes a floor section and a face section and is couplable to other like forms. The floor section includes integrally formed anchoring members for securing a geogrid with at least one anchoring rod. Advantageously, the face section of the form may included integrally formed hydroseeding screens. Also disclosed is a structure for stabilizing an earthen embankment, the structure comprising such a support form together with a geogrid anchored to the floor section of the form advantageously by a pair anchoring rods, an end portion of the geogrid being wrapped back and forth around the anchoring rods.

The invention discloses an insulation construction method for a frozen-earth roadbed, which comprises the steps of: (1) carrying out excavating and replacing-filling construction; (2) laying a sand mattress layer, an insulation board, a geotextile and a geogrid; (3) burying temperature sensors; and (4) performing regular temperature observation. The insulation construction method for the frozen-earth roadbed relates to a construction method of setting a thermal insulation layer in a permafrost section, which is capable of controlling disturbance on a permafrost layer effectively, and maintaining property stability of the permafrost layer, thereby enhancing the overall stability of a roadbed, preventing the roadbed in the permafrost section from damages of subsidence, frost heave, pavement cracking, collapse, and the like, reducing replacing-filling thickness, saving construction cost, and shorting construction period under the same conditions.