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公开(公告)号：US20220136198A1
公开(公告)日：2022-05-05
申请号：US17556364
申请日：2021-12-20
Applicant: RAMESH CHANDRA GUPTA
Inventor： RAMESH CHANDRA GUPTA
IPC: E02D3/12
Abstract: The porous displacement piles comprising (a) closed-ended pipe piles with small holes and or narrow slots, filled with compacted sandy soil, (b) closed-ended porous pipe piles such as closed-ended pipe pile with very small holes and or very narrow slots, and (c) a precast prestressed porous concrete piles are driven through inside the already driven non-displacement hollow pipe piles in a grid pattern to create excess pore-water pressures generally ranging between 50 and 1500 kPa in cohesive soils, which begin dissipating through inside the porous displacement piles to rapidly consolidate and densify the said cohesive soil. The porous displacement piles are designed for permitting free flow of the pressurized pore-water and to prevent migration of particles of cohesive soil into the porous displacement pile using filter design criteria or verified by laboratory tests. These piles when driven in sandy soils densify sandy soils instantaneously.
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公开(公告)号：US09880081B1
公开(公告)日：2018-01-30
申请号：US15452267
申请日：2017-03-07
Applicant: Ramesh Chandra Gupta
Inventor： Ramesh Chandra Gupta
CPC classification number: G01N3/08 , G01N3/066 , G01N3/24 , G01N33/24 , G01N2203/0232 , G01N2203/0266 , G01N2203/0284
Abstract: The expandable jacket consists of the rubber membrane surrounding the cylindrical specimen, circular segmental metal plates surrounding the rubber membrane, and elastomeric rubber bands or rings around the segmental plates to permit uniform radial expansion and maintain uniform diameter of the specimen during the test and thereby providing accurate values of deviator stress, volume change characteristics and shear strength of soil specimen. To determine the three-dimensional coefficient of consolidation and coefficient of consolidation in horizontal direction, the flexible ring consists of all above structural components of expandable jacket except that a filter fabric or paper is wrapped around the cylindrical specimen, and then rubber membrane is mounted surrounding the filter paper or paper. The calibration device for calibration of the expandable jacket and flexible ring shall provide the magnitude of correction to be made in deviator stress and lateral resistance provided by the rubber bands or rings during the test.
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3.发明授权Test device for determining three-dimensional consolidation properties of soils 有权用于确定土壤三维固结特性的试验装置公开(公告)号：US09546940B2
公开(公告)日：2017-01-17
申请号：US15170661
申请日：2016-06-01
Applicant: Ramesh Chandra Gupta
Inventor： Ramesh Chandra Gupta
Abstract: A test device has been invented for determining three-dimensional consolidation properties of soils, using a flexible ring permitting displacements and dissipation of the excess pore pressures in both horizontal and vertical directions, and affording determination of coefficients of consolidation in the horizontal and vertical directions, and the modulus of elasticity. The flexible ring consists of a filter fabric around the soil specimen, a rubber membrane around the filter, circular shaped segmented metal plates around the membrane and rubber bands or rings around the plates. Both the incremental loading or triaxial type loading systems can be used with this device. A calibration device for calibration of the flexible ring is used to determine the modulus of elasticity of elastic elements, required for calculating lateral resistance provided by the flexible ring during the test.
Abstract translation: 已经发明了一种用于确定土壤的三维固结性质的测试装置，其使用允许水平和垂直方向上的多余孔隙的位移和消散的柔性环，并且确定水平和垂直方向上的固结系数， 和弹性模量。 柔性环由围绕土壤样品的过滤织物，过滤器周围的橡胶膜，围绕膜的圆形分段金属板和围绕板的橡胶带或环组成。 增量装载或三轴式装载系统均可与本装置一起使用。 用于校准柔性环的校准装置用于确定弹性元件的弹性模量，用于在测试期间计算柔性环提供的横向阻力所需的弹性模量。
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4.发明申请Test Device For Determining Three-Dimensional Consolidation Properties Of Soils 审中-公开用于确定土壤三维固结性能的试验装置公开(公告)号：US20160356685A1
公开(公告)日：2016-12-08
申请号：US15170661
申请日：2016-06-01
Applicant: Ramesh Chandra Gupta
Inventor： Ramesh Chandra Gupta
Abstract: Standard test methods using a fixed ring for determining one-dimensional consolidation properties of soils represent a subsurface condition where settlement and dissipation of excess pore pressure is possible only in vertical direction. This subsurface condition never occurs, as settlements and dissipation of excess pore pressures always occur in horizontal and vertical directions. Dr. Ramesh Gupta has invented a test device for determining three-dimensional consolidation properties of soils, using a flexible ring permitting displacements and dissipation of excess pore pressures in both horizontal and vertical directions, and affording determination of coefficients of consolidation in horizontal and vertical directions including three-dimensional coefficient of consolidation, and modulus of elasticity. The test device consists of a flexible ring consisting of filter fabric around the soil specimen, rubber membrane around the filter, circular segmented metal plates around the membrane and rubber bands or rings around the plates. Both incremental or triaxial type loading can be used with this device.
Abstract translation: 使用固定环确定土壤一维固结特性的标准试验方法代表了一种地下条件，其中只能在垂直方向上沉积和消耗超孔隙压力。 这种地下条件不会发生，因为过多的孔隙压力的沉降和耗散总是在水平和垂直方向上发生。 Ramesh Gupta博士发明了一种用于确定土壤三维固结特性的测试装置，使用柔性环，允许在水平和垂直方向上移动和消散过多的孔隙压力，并提供水平和垂直方向上的固结系数的确定 包括三维固结系数和弹性模量。 测试装置由柔性环组成，围绕土壤样品的过滤织物，过滤器周围的橡胶膜，围绕膜的圆形分段金属板和围绕板的橡胶带或环。 增量式或三轴式加载均可与本装置一起使用。
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5.发明授权公开(公告)号：US09383346B2
公开(公告)日：2016-07-05
申请号：US14660887
申请日：2015-03-17
Applicant: Ramesh Chandra Gupta
Inventor： Ramesh Chandra Gupta
Abstract: During triaxial compression test, a soil specimen experiences reduction of its height with increase in its diameter. New cross-sectional area is calculated assuming uniform increase in diameter. This condition is seldom met in actual soil specimens, because specimen undergoes non-uniform increase in diameter and very often with localized bulging in specimen affecting the accuracy of calculation of deviator stress, shears strength and volume change characteristics. The expandable jacket included in this invention consists of circular segmental metal plates wrapped around the soil specimen and elastomeric rubber bands or rings around the segmental plates to permit uniform radial expansion and maintain uniform diameter of the specimen during the test and thereby providing accurate values of deviator stress, volume change characteristics and shear strength of soil specimen. The calibration device for calibration of expandable jacket shall provide the magnitude of correction to be made in deviator stress.
Abstract translation: 在三轴压缩试验中，土体试样的直径随着其高度的减小而增加。 假设直径均匀增加，计算新的横截面面积。 这种情况在实际的土壤样品中很少遇到，因为样品的直径不均匀增加，常常伴随着样品中的局部隆起影响偏应力，剪切强度和体积变化特性的计算精度。 包括在本发明中的可膨胀护套由围绕土壤试样的环形节段金属板和围绕节段板的弹性橡胶带或环组成，以允许均匀的径向膨胀并且在测试期间保持试样的均匀直径，从而提供偏差的准确值 土壤样品的应力，体积变化特征和剪切强度。 用于校准可扩展护套的校准装置应提供在偏应力下进行校正的大小。
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Patent Agency Ranking
6.发明申请公开(公告)号：US20150268217A1
公开(公告)日：2015-09-24
申请号：US14660887
申请日：2015-03-17
Applicant: Ramesh Chandra Gupta
Inventor： Ramesh Chandra Gupta
Abstract: During triaxial compression test, a soil specimen experiences reduction of its height with simultaneous increase in its diameter. For calculation of new cross-sectional area, it is always assumed that the specimen deforms as a cylinder with uniform increase in diameter through its height. This condition is seldom or never met in actual soil specimens, because specimen undergoes non-uniform increase in diameter through its height and very often with localized bulging in specimen affecting the accuracy of calculation of magnitude of deviator stress at any instant of time during the test. Non-uniform increase in diameter through its height with often localized bulging affects the real strength and volume change characteristics, and how much this effect of non-uniform lateral increase in diameter changes these properties remains unknown. The expandable jacket wrapped around the soil specimen for performing the triaxial compression test included in this invention, shall maintain uniform diameter of soil specimen through its height and shall provide accurate prediction of deviator stress, volume change characteristics and strength of soil specimen. The calibration device for calibration of expandable jacket shall provide the magnitude of correction to be made in deviator stress at various levels of axial and lateral strains.
Abstract translation: 在三轴压缩试验过程中，土壤样品的直径也随之增加，体积减小。 为了计算新的横截面积，总是假设试样通过其高度以直径均匀增加的方式变形为圆柱体。 在实际的土壤样本中，这种条件很少或从未遇到过，因为样品在直径上经历了不均匀的高度增加，并且常常伴随着样本中的局部隆起影响了测试期间任何时刻的偏差应力大小的计算精度 。 通过其高度不均匀地增加直径，经常局部隆起会影响实际强度和体积变化特征，以及直径不均匀横向增加对这些性质的影响有多少仍然未知。 用于进行本发明包括的三轴压缩试验的可扩展护套，应保持土壤样品的高度均匀的直径，并准确预测土体试样的偏应力，体积变化特征和强度。 用于校准可扩展护套的校准装置应提供在不同程度的轴向和横向应变下在偏差应力中进行校正的大小。
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公开(公告)号：US11566985B1
公开(公告)日：2023-01-31
申请号：US17714368
申请日：2022-04-06
Applicant: Ramesh Chandra Gupta
Inventor： Ramesh Chandra Gupta
Abstract: Expandable Jacket surrounding a pressuremeter probe prevents barrel shape to form and maintains cylindrical shape with uniform radial displacement throughout its height, removing shortcomings of the existing pressuremeters. For the pressuremeter probe to determine horizontal stress versus plane strain relationship in soils and intermediate geomaterials, an expandable comprises of one layer of circular arch shaped segmented plates surrounded by flexible bands or rings. The expandable jacket surrounds a membrane which itself surrounds a porous tube with holes. Borehole less than the diameter of probe is drilled either by pre-boring or self-boring and then pushing the probe with cutter ring. For the pressuremeter probe to determine horizontal stress versus plane lateral strain relationship for rocks, the expandable jacket comprises of two layers of the circular arch shaped segmented plates surrounded by flexible bands or rings and first layer surrounding a plurality of pistons, and second layer surrounding the first layer.
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公开(公告)号：US10060898B2
公开(公告)日：2018-08-28
申请号：US15838660
申请日：2017-12-12
Applicant: Ramesh Chandra Gupta
Inventor： Ramesh Chandra Gupta
CPC classification number: G01N33/24 , E02D1/025 , E02D1/027 , G01N3/08 , G01N3/12 , G01N2203/0254 , G01N2203/0266
Abstract: The expandable jacket and flexible ring comprises of the segmented circular arch shaped plates and bands or rings around the segmented plates. The test preparation consists of a membrane surrounding a specimen with or without a filter, segmented plates surrounding the membrane, and bands or rings around the segmented plates to permit uniform radial expansion of the specimen through its height when increments of vertical load are applied during the test, thereby providing accurate values of area of cross-section, deviator stress, volume change, modulus of elasticity, Poisson's ratio and shear strength. Using the flexible ring, three-dimensional consolidation tests are performed to determine three-dimensional coefficient of consolidation and coefficients of consolidation in horizontal and vertical directions. Removable attachments are used for assembling the expandable jacket and flexible ring during the test. A calibration device is used to determine the modulus of elasticity of the membrane and expandable jacket and flexible ring.
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9.发明申请Novel Dual Action Receptors Antagonists (Dara) at the Ati and Eta Receptors 审中-公开新的双重作用受体拮抗剂（Dara）在Ati和Eta受体公开(公告)号：US20100010035A1
公开(公告)日：2010-01-14
申请号：US12224617
申请日：2007-03-01
Applicant: Ramesh Chandra Gupta , Vikrant Vijaykumar Jagtap , Appaji Baburao Mandhare , Tim Perkins , Christer Westerlund
Inventor： Ramesh Chandra Gupta , Vikrant Vijaykumar Jagtap , Appaji Baburao Mandhare , Tim Perkins , Christer Westerlund
IPC: A61K31/422 , A61K31/4375 , A61K31/437 , A61K31/4709 , A61K31/4439 , C07D471/04 , C07D413/14 , A61P9/12
CPC classification number: C07D413/14 , C07D417/14 , C07D471/04
Abstract: The present invention relates to new compounds of the formula [Chemical formula should be inserted here. Please see paper copy] wherein R1, R2, R3, and R31 are as specified herein. The invention also relates to a method for preparation thereof, as well as combinations of the new compounds with previously known agents. The invention also relates to the use of the above-mentioned compounds and combinations for the preparation of a medicament for treating hypertension of different kinds, alleviating organ damage of different kinds, treating or preventing diabetic nephropathy, treating endothelin and angiotensin mediated disorders, and treating prostate cancer.
Abstract translation: 本发明涉及下式的新化合物：[化学式应在此插入。 请参见纸质文件]其中R1，R2，R3和R31如本文所述。 本发明还涉及其制备方法，以及新化合物与先前已知的试剂的组合。 本发明还涉及上述化合物和组合物在制备用于治疗不同种类的高血压，减轻不同种类的器官损伤，治疗或预防糖尿病肾病，治疗内皮素和血管紧张素介导的病症以及治疗 前列腺癌。
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10.发明申请公开(公告)号：US20090088432A1
公开(公告)日：2009-04-02
申请号：US11992016
申请日：2006-09-15
Applicant: Rakesh Kumar Banerjee , Ramesh Chandra Gupta , Davinder Tuli , Milind Rode , Bharat Suthar , Dhananjay Umrani , Padmaja Pathak , Tejal Choksi , Anita Chaudhary
Inventor： Rakesh Kumar Banerjee , Ramesh Chandra Gupta , Davinder Tuli , Milind Rode , Bharat Suthar , Dhananjay Umrani , Padmaja Pathak , Tejal Choksi , Anita Chaudhary
IPC: A61K31/5377 , C07D277/38 , C07D413/02 , A61K31/426
CPC classification number: C07F9/6539 , C07D263/48 , C07D277/20 , C07D277/42 , C07D413/06 , C07D413/12 , C07D413/14 , C07D417/06 , C07D417/12 , C07D417/14
Abstract: The present invention encompasses; the novel substituted heterocyclic compounds represented by formula (I) or their pharmaceutically acceptable salts, wherein the substituents in formula (I) have the meanings as defined in the specification. The invention also encompasses process for preparing such compound, pharmaceutical compositions and methods of treating or preventing PTP-1B mediated diseases.
Abstract translation: 本发明包括 由式（I）表示的新型取代的杂环化合物或其药学上可接受的盐，其中式（I）中的取代基具有如说明书中所定义的含义。 本发明还包括制备这种化合物的方法，药物组合物和治疗或预防PTP-1B介导的疾病的方法。
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