| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 161 | In-situ deep remediation injection system and method | US709472 | 1996-09-05 | US5868523A | 1999-02-09 | Jerry D. Nickell; Richard P. Steele |
| This invention relates to a deep remediation injection system for in-situ remediation of contaminated soil and ground water capable of progressive penetration both vertically and horizontally in contaminated soil and ground water having a soil penetrating lance for injecting air and oxygen and liquid with suspended biologicals into the contaminated soil as said soil penetrating lance is inserted for penetration in the soil, an air compressor for compressing air and delivering the air under pressure to the soil penetrating lance on one end, a liquid pump for pressurizing the liquid and suspended biologicals and delivering said liquid and suspended biologicals under pressure to the soil penetrating lance on one end, a gas connector control for connecting the gas compressor to the lance and for controlling the compressed gas flow, and a liquid connector means for connecting the liquid pump to the lance and controlling the pressurized liquids; and the method of developing a treatment grid both as to the depth of treatment and as to spacing of penetration holes in said contaminated soil, activating a compressed gas source for injection, and activating a pressured water source for injection, driving the soil penetrating lance into the contaminated soil, stopping said lance penetration at levels of penetration for time sufficient to treat the soil, and driving the soil penetrating lance into said contaminated soil to the next stop for treatment until the whole in-situ remediation site has been treated. | ||||||
| 162 | Apparatus for in-situ soil remediation | US693629 | 1996-08-08 | US5830752A | 1998-11-03 | Bruce L. Bruso |
| An apparatus for in-situ remediation of contaminated soil or sludge having a trenching tool and an injection system for applying remediation agent to the contaminated material during in situ communication. The remediation agent is injected into the contaminated material by the injection system preferably having a plurality of injection nozzles positioned along the length of the trenching tool. The treated material is backfilled or deposited directly into the trench excavated by trenching tool thereby obviating the need for off-site disposal. The constituent remediation agents in the remediation agent may be adjusted to adapt to varying site conditions and contaminants. The remediation agent may also be heated to accomplish volatile stripping of the contaminated material or to activate microbial agents in a low temperature environment. | ||||||
| 163 | Apparatus for in situ installation of underground containment barriers under contaminated lands | US286837 | 1994-08-05 | US5765965A | 1998-06-16 | Ernest E. Carter, Jr.; Frank L. Sanford; R. Kent Saugier |
| An apparatus for constructing a subsurface containment barrier under a waste site disposed in soil is provided. The apparatus uses a reciprocating cutting and barrier forming device which forms a continuous elongate panel through the soil having a defined width. The reciprocating cutting and barrier forming device has multiple jets which eject a high pressure slurry mixture through an arcuate path or transversely across the panel being formed. A horizontal barrier can be formed by overlapping a plurality of such panels. The cutting device and barrier forming device is pulled through the soil by two substantially parallel pulling pipes which are directionally drilled under the waste site. A tractor or other pulling device is attached to the pulling pipes at one end and the cutting and barrier forming device is attached at the other. The tractor pulls the cutting and barrier forming device through the soil under the waste site without intersecting the waste site. A trailing pipe, attached to the cutting and barrier forming device, travels behind one of the pulling pipes. In the formation of an adjacent panel the trailing pipe becomes one of the next pulling pipes. This assures the formation of a continuous barrier. | ||||||
| 164 | Method for in situ soil remediation | US287275 | 1994-08-08 | US5631160A | 1997-05-20 | Bruce L. Bruso |
| Contaminated material such as soil or sludge is remediated by injecting a suitable remediation fluid into the material during excavation of the contaminated material with a trenching tool. The remediation fluid is injected into the contaminated material through an injection means, preferably a plurality of injection nozzles positioned along the length of the trenching tool. The thusly treated material is backfilled or deposited directly into the trench excavated by trenching tool thereby obviating the need for off-site disposal. The constituent remediation agents in the remediation fluid may be adjusted to adapt to varying site conditions and contaminants. The remediation fluid may also be heated to accomplish volatile stripping of the contaminated material or to activate microbial agents in a low temperature environment. | ||||||
| 165 | INJECTION TUBE COUNTERSINKING | US16120079 | 2018-08-31 | US20190071832A1 | 2019-03-07 | Edward Hibbard; Matthew Sotirin; Chris Phelps; Brent J. Barron |
| Methods, and apparatuses used in those methods, of countersinking injection tubing below the surface of a structure, such as pavement, so that injection tubing will not extend above the surface of the structure even after movement of the soil, for example, due to frost heave or shrink-swell. Some embodiments employ an injection tube extension and/or an injection tube advancer to countersink the injection tubing within the soil beneath a structure. | ||||||
| 166 | ANCHOR HAVING FIXING DEVICE AT SIDE OF PRESSURE PLATE TO DEPRESS LAND SLOPE AND METHOD OF INSTALLING SAME | US15577997 | 2016-06-23 | US20180291582A1 | 2018-10-11 | Dong-hyun SEO |
| The present invention relates to an earth retaining structure for reinforcing a slope, and more particularly, to an anchor including a fixing body at a pressure plate side for compressing a slope and a method for installing the anchor in the slope. The anchor including a fixing body at a pressure plate side for compressing a slope capable of preventing tension of the anchor from being lost by installing a friction type pressure plate fixing body in a steel pipe form that is integrated with the pressure plate at the pressure plate side of the anchor, installing a primary packer at a middle part of the anchor to conduct pressurized-grouting to fix a tip end side fixing body of the anchor, compressing a large pressure plate compressing the slope by introducing a tensile force to the tension member of the anchor together with the pressure plate side fixing body, expanding a secondary packer, and conducting secondary pressurized-grouting, is provided. | ||||||
| 167 | Ground reinforcement structure and construction method thereof | US15384554 | 2016-12-20 | US10047491B2 | 2018-08-14 | Kyoung Chul Kim; Se Jin Kim; Sung Gon Son; Jae Seo Choi; Sang Heon Choi |
| Provided is a ground reinforcement structure installed on a ground (10) in which a sandy soil layer (11) having a weak surface layer is provided and thus large-caliber excavation is difficult to be performed, the ground reinforcement structure including a ground reinforcement material (100) including: an expansion-type steel pipe (110) inserted to be installed in a small-caliber drilled portion (A) having a diameter of 51 mm to 61 mm and expanded by hydraulic pressure; and a settlement member (120) coupled to a rear end of the expansion-type steel pipe (110). Here, the expansion-type steel pipe (110) is inserted into the sandy soil layer (11), and the settlement member (120) is inserted into a rock layer (12). In this case, the settlement member (120) of the ground reinforcement structure according to the present invention is fixed to the rock layer (12), fixing force is excellent. | ||||||
| 168 | METHOD FOR IMPROVING GROUND | US15516185 | 2015-05-27 | US20180112368A1 | 2018-04-26 | Ataru HANEDA |
| A method for improving ground is capable of preventing a clod whose representative size is large from remaining in the ground. The method for improving ground includes cutting a ground by injecting a cutting fluid (e.g. high-pressure water or high-pressure air: including a case where a solidification material is injected) from jet devices, feeding a solidification material, mixing the cut ground, the cutting fluid and the solidification material, and agitating a mixture thereof to form an underground consolidated body. A plurality of nozzles are located at an interval in a vertical direction in the jet devices, and when the cutting fluid is injected, a cutting fluid is injected from an upward nozzle in a downward skewed direction, and a cutting fluid is injected from a downward nozzle in an upward skewed direction. | ||||||
| 169 | GROUND REINFORCEMENT STRUCTURE AND CONSTRUCTION METHOD THEREOF | US15384554 | 2016-12-20 | US20180100280A1 | 2018-04-12 | Kyoung Chul KIM; Se Jin KIM; Sung Gon SON; Jae Seo CHOI; Sang Heon CHOI |
| Provided is a ground reinforcement structure installed on a ground (10) in which a sandy soil layer (11) having a weak surface layer is provided and thus large-caliber excavation is difficult to be performed, the ground reinforcement structure including a ground reinforcement material (100) including: an expansion-type steel pipe (110) inserted to be installed in a small-caliber drilled portion (A) having a diameter of 51 mm to 61 mm and expanded by hydraulic pressure; and a settlement member (120) coupled to a rear end of the expansion-type steel pipe (110). Here, the expansion-type steel pipe (110) is inserted into the sandy soil layer (11), and the settlement member (120) is inserted into a rock layer (12). In this case, the settlement member (120) of the ground reinforcement structure according to the present invention is fixed to the rock layer (12), fixing force is excellent. | ||||||
| 170 | METHOD OF LIFTING A STRUCTURE ON THE EARTH | US15210430 | 2016-07-14 | US20180016765A1 | 2018-01-18 | John BALDWIN |
| A method of lifting a structure includes extending a pipe so as to have one end opening to a lens in the earth, connecting a pump to the pipe, and pumping a grout material through the pipe and into the lens so as to cause a strata of the earth above the lens to heave upwardly and to cause the structure to move upwardly. The grout is solidified in the lens. The pipe is removed after the step of pumping. The grout is a low mobility cement grout. A location of the lens nearest to the structure is determined prior to the step of extending the pipe. | ||||||
| 171 | WATER BARRIER, IN PARTICULAR A DIKE | US15516341 | 2015-10-01 | US20170241091A1 | 2017-08-24 | Peter VAN REIJEN; Jeroen Jozef Maria DE BRUIJN |
| The present invention relates to a water barrier, in particular a dike, comprising an inner slope, a crown and an outer slope, wherein the outer slope is located on the waterside. The water barrier is characterized in that the natural vegetation of at least one of the elements of inner slope, crown and outer slope is provided with fibres inserted into said vegetation. | ||||||
| 172 | METHOD FOR IMPROVING GROUND | US15314145 | 2015-05-27 | US20170204580A1 | 2017-07-20 | Ataru HANEDA |
| A method for improving ground is capable of improving the strength or quality of an underground consolidated body formed by reducing the ratio of water to a “rich-mixed” solidification material (a cement) (W/C), assuredly carrying the solidification material from a feed source to a jet device, and reducing the amount of solidification material treated as an industrial waste in a construction process. The method for improving ground includes a step of drilling a drilling hole in the ground to be improved, a step of moving (pulling up) a jet device in a vertical direction by rotating the same while the jet device is inserted into the drilling hole and a fluid for cutting the ground (a stable liquid or a partition forming material) is injected from the jet device, and a step of injecting a solidification material from the jet device. | ||||||
| 173 | BASE BODY OF ELECTRIC TRANSMISSION TOWER USING MICROPILE | US15314844 | 2015-05-19 | US20170191239A1 | 2017-07-06 | Dae Hong KIM; Won Sam PYO; Jang Goon KIM; Dae Soo LEE |
| Disclosed is a base body of an electric transmission tower using a micropile. The base body of the electric transmission tower using the micropile includes an anchor member coupled to a main pole member of the electric transmission tower, a foundation member coupled to the anchor member and including a plurality of foundations, and the micropile configured to fix the foundation member to the ground and compress the foundation member. | ||||||
| 174 | Soil Densification System and Method | US15369717 | 2016-12-05 | US20170081820A1 | 2017-03-23 | Russell A. Green; Kord J. Wissmann; John Verdin |
| A soil densification system and method is disclosed. The presently disclosed soil densification system includes an air delivery probe or pipe that can be driven or otherwise installed into a soil mass. An inlet of the air delivery probe is supplied by an air compressor and an air storage tank, which are used for the rapid delivery of air impulses or bursts into the air delivery probe, whereas the air impulses or bursts are expelled out of an outlet of the air delivery probe and into the soil mass. The method of using the presently disclosed soil densification system includes the steps of inserting the end of the air delivery probe into the soil mass to any desired depth and then releasing an impulse or burst of air into the soil mass, thereby forming a densified region in the soil mass via the forces of the air impulse. | ||||||
| 175 | MEASURING UNDERGROUND PRESSURE | US15362698 | 2016-11-28 | US20170073919A1 | 2017-03-16 | Brent Barron; Michael Bock |
| The present invention relates to in-place soil stabilization. Specifically, the present invention relates a method and device for measuring the increase in subsurface earth pressure or soil displacement during the injection of a stabilizing agent into the soil and prior to surface movement. The rise in sensor pressure or displacement of soil indicates an increase in soil strength and bearing capacity. Therefore, real-time monitoring of these pressures or movements may serve as a guide during the injection process. | ||||||
| 176 | GELATIN SOLUTION | US15250955 | 2016-08-30 | US20170051463A1 | 2017-02-23 | Nicholas Ford; Gavin Garland; Randy Garland; Albert Kim; Ian Lindberg; John Lindberg; Michael Mirabito; Michael Nogaj; Thomas Rafferty; Rahul Rangarajan; Michael Shepherd |
| A method of preventing soil erosion in, among areas, seaside locations, includes drilling holes in the ground and filling the holes with a mixture of the soil and gelatin, and then curing the mixture in situ to form a barrier against soil erosion. | ||||||
| 177 | Hybrid foundation structure, and method for building same | US14403150 | 2013-05-21 | US09546465B2 | 2017-01-17 | Ki Yong Song |
| The present invention relates to a foundation structure vertically installed on the ground, and comprising: an upper support layer 10 formed on the ground in the vertical direction; and a lower support layer 20 formed so as to extend downward from the upper support layer 10 and such that the width thereof is less than that of the upper support layer 10. The disclosed upper support layer 10 and the lower support layer 20 are structures formed from soil solidified by means of feeding and mixing an earth and soil-solidifying agent therein, and therefore are efficient and prevent overload due to boring equipment. | ||||||
| 178 | Ground improvement method | US15104473 | 2013-12-16 | US09512587B2 | 2016-12-06 | Sigeharu Arima; Yasunori Horiuchi |
| There is provided a method that achieves ground reinforcement, a rise of ground surface level, and ground surface flattening, and so forth even on ground free of a building construction on it or soft ground. The method involves: determination of the degree of consolidation at a grout injection depth position; prediction of a permeation radius at which grout will permeate first on the basis of the degree of consolidation and the amount of grout for single-shot injection; setting of a plurality of grout injection points so as to be spaced apart by an adjacent distance greater than twice the permeation radius; starting of time-spaced injections at each grout injection point; and formation of a solidified portion during the first injection and formation of an enlarged solidified portion during the second injection. | ||||||
| 179 | Soil densification system and method | US14072562 | 2013-11-05 | US09512586B2 | 2016-12-06 | Russell A. Green; Kord J. Wissmann; John Verdin |
| A soil densification system and method is disclosed. The presently disclosed soil densification system includes an air delivery probe or pipe that can be driven or otherwise installed into a soil mass. An inlet of the air delivery probe is supplied by an air compressor and an air storage tank, which are used for the rapid delivery of air impulses or bursts into the air delivery probe, whereas the air impulses or bursts are expelled out of an outlet of the air delivery probe and into the soil mass. The method of using the presently disclosed soil densification system includes the steps of inserting the end of the air delivery probe into the soil mass to any desired depth and then releasing an impulse or burst of air into the soil mass, thereby forming a densified region in the soil mass via the forces of the air impulse. | ||||||
| 180 | REVERSIBLE DISPLACEMENT AUGER TOOL | US15155532 | 2016-05-16 | US20160244933A1 | 2016-08-25 | Kenneth J. Blum; Brian R. Zuckerman |
| An auger assembly designed for creation of bores at sites where solid earth has a layer of loose overburden comprising an elongated auger shaft presenting a working end, with outwardly extending, helical fighting along at least a portion of the length of the shaft. Apparatus proximal to the working end is operable to compress the loose material as the auger assembly is rotated in a first direction, and preferably is in the form of arcuate rake structure above the working end; the auger serves to compress the loose material during rotation in the first direction until the solid earth is encountered, whereupon the auger assembly is rotated in the opposite direction to form the bore within the solid earth. The auger assembly preferably includes an upper auger section and a detachably secured lower auger bit assembly. The auger assembly is particularly useful in the formation of cast-in-place cementious piles. | ||||||
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