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1. 发明公开

EP4168770A1 A MEASURING DEVICE AND METHOD OF USE THEREOF 无效
公开(公告)号：EP4168770A1
公开(公告)日：2023-04-26
申请号：EP21825739.2
申请日：2021-06-18
申请人： Keulemans, Yvo
发明人： Keulemans, Yvo
IPC分类号： G01N3/24 , E02D1/00 , G01N15/08 , G01N33/24

2. 发明公开

EP2992297A4 BIPARTITE SENSOR ARRAY 审中-公开
标题翻译：两片式传感器装置
公开(公告)号：EP2992297A4
公开(公告)日：2017-01-04
申请号：EP14791413
申请日：2014-05-01
申请人： 059312 N B INC
发明人： DANISCH LEE ALLEN
IPC分类号： G01B21/32 , E02D1/00 , E02D31/00 , E21B47/022 , G01B21/20 , G01C9/06 , G01C15/00 , G01V7/00
CPC分类号： E21B47/022 , E02D1/00 , E02D29/10 , E02D31/00 , G01C9/06 , G01C15/00
摘要： A bipartite sensor array comprising two portions capable of assembly into a single sensory system. A first portion includes rigid bodies connected by elongate flexures and fitted with gravimetric tilt sensors. The elongate flexures are capable of non-monotonic and non-constant bend in two degrees of freedom. A second portion includes rigid bodies connected by joints, contains the first portion. The second portion, which may be delivered and assembled separately from the first, provides rigidity and protection, enabling the first portion to have short rigid bodies and long connecting flexures, thereby reducing the number of sensors required. The bipartite sensor array is applicable to geotechnical measurements of soil and civil structures.

3. 发明公开

EP2933379A1 SHIPBORNE TRUSS COMBINED IN-SITU TESTING PLATFORM 有权
标题翻译：化学工业杂志在新加坡麻省理工学院
公开(公告)号：EP2933379A1
公开(公告)日：2015-10-21
申请号：EP13892027.7
申请日：2013-11-14
申请人： CCCC Third Harbor Consultants Co., Ltd
发明人： HU, Jianping , NIU, Jianding , CHENG, Zekun , CHENG, Limin , CHEN, Zhiyong , LI, Xiaojie , CAI, Hongbo , DONG, Shuhai , WANG, Nianxi , DONG, Jiaoshe , HU, Zhenming , WU, Chaodong
IPC分类号： E02D1/00 , B63B35/44
CPC分类号： E21B15/02 , B63B17/00 , B63B35/44 , E21B7/122
摘要： A shipborne truss combined in-situ testing platform comprising: a truss load bearing frame (400), formed by vertically connecting a plurality of truss modules (410) in series; an operation platform (200), fixed at an upper end of the truss load bearing frame (400), a machine frame seat (204) used for installing an in-situ testing device (201) being disposed on the operation platform (200); a drive shoe (500) fixed at a lower end of the truss load bearing frame (400), the bottom of the drive shoe (500) being provided with shoe teeth (503); a catheter (600), successively penetrating the operation platform (200), the truss load bearing frame (400), and the drive shoe (500) along an up-down direction; and a centering device (300), comprising a plurality of soft ropes (302), one end of the soft rope (302) being connected to the upper end of the truss load bearing frame (400) or the operation platform (200).
摘要翻译：一种船载桁架组合原位测试平台，包括：桁架承载框架（400），其通过串联垂直连接多个桁架模块（410）而形成; 固定在桁架承载架（400）的上端的操作平台（200），用于安装在操作平台（200）上的现场测试装置（201）的机架座（204） ; 固定在所述桁架承载架（400）的下端的驱动靴（500），所述驱动靴（500）的底部设有鞋齿（503）; 沿着上下方向连续地穿过操作平台（200），桁架承载框架（400）和驱动靴（500）的导管（600）以及定心装置（300），其包括多根软绳（302），所述软绳（302）的一端连接到所述桁架承载框架（400）的上端或所述操作平台（200）。

4. 发明公开

EP1957718A4 INTERNAL FIXER FOR ANCHOR HAVING RELEASABLE TENTIONING STEEL WIRE 审中-公开
标题翻译： INNENFIXIERER泊可拆卸SPAN钢丝
公开(公告)号：EP1957718A4
公开(公告)日：2009-11-18
申请号：EP06768646
申请日：2006-05-26
申请人： SHIN JONG DUCK
发明人： SHIN JONG DUCK
IPC分类号： E02D1/00 , E02D5/76
CPC分类号： E02D5/80 , E02D5/765 , E02D5/805

5. 发明公开

EP2031364A2 Method and system for groundwater contaminant monitoring 审中-公开
标题翻译： Verfahren und System zurÜberwachungauf Grundwasserkantaminanten
公开(公告)号：EP2031364A2
公开(公告)日：2009-03-04
申请号：EP08163013.9
申请日：2008-08-26
申请人： Honeywell International Inc.
发明人： Cole, Barrett E. , Gu, Yuandong
IPC分类号： G01N1/10 , E02D1/00
CPC分类号： G01N1/10 , E02D1/06 , G01N1/4022
摘要： A method and system for groundwater contaminant monitoring is described. Groundwater is pumped to a stage above the groundwater table where at least a portion of the groundwater is vaporized. The vapor is sampled using cavity ring down spectrometer and the measured vapor concentration of a contaminant is converted to a liquid contaminant concentration.
摘要翻译：描述了地下水污染物监测的方法和系统。地下水被泵送到地下水位以上的阶段，至少部分地下水被蒸发。使用空腔环形光谱仪对蒸气进行采样，并将所测量的污染物的蒸汽浓度转化为液体污染物浓度。

6. 发明公开

EP1939605A1 COUPLED CALCULATOR OF WATER AND SOIL SKELETON AND COUPLED CALCULATION METHOD OF WATER AND SOIL SKELETON 审中-公开
标题翻译： GEKOPPELTER RECHNER UND GEKOPPELTES RECHENVERFAHRENFÜRWASSER- UNDBODENGERÜST
公开(公告)号：EP1939605A1
公开(公告)日：2008-07-02
申请号：EP06782076.1
申请日：2006-08-01
申请人： National University Corporation Nagoya University
发明人： ASAOKA, Akira , NODA, Toshihiro , NAKANO, Masaki
IPC分类号： G01N3/00 , E02D1/00 , G06Q50/00
CPC分类号： G06Q10/04 , G01N15/082 , G01N15/088 , G06Q50/04 , Y02P90/30
摘要： The soil-water coupled analysis program of the invention computes a global L matrix and a modified global L matrix regarding a volume change rate of a soil skeleton over time, a global H matrix regarding a water permeability of soil, a global M matrix regarding a mass, and a global K matrix regarding a tangent stiffness of the soil skeleton, based on input settings of soils, such as clay, intermediate soil, and sand, to respective elements of a soil foundation, input settings of a solid soil model, and input settings of analysis conditions (steps S140 to S165). The soil-water coupled analysis program formulates a global tangent stiffness equation (simultaneous linear equations) using all these computed matrixes and determines an unknown 'jerk field' and a 'pore water pressure field' under given boundary conditions, for example, a given deformation condition and a given stress rate condition (step S170). This enables highly-accurate dynamic and static analyses in soil foundations of various soils from sand to intermediate soils and clay.
摘要翻译：本发明的土 - 水耦合分析程序计算关于土壤骨架随时间的体积变化率的全局L矩阵和修改的全局L矩阵，关于土壤的透水性的全局H矩阵，关于土壤水分的全局M矩阵基于土壤骨架的切线刚度的全局K矩阵，基于对土壤基础的各个元素的土壤（例如粘土，中间土壤和沙子）的输入设置，固体土壤模型的输入设置和分析条件的输入设定（步骤S140〜S165）。土 - 水耦合分析程序使用所有这些计算矩阵制定全局切线刚度方程（联立线性方程），并确定给定边界条件下的未知“冲击场”和“孔隙水压力场”，例如给定的变形条件和给定的应力速率条件（步骤S170）。这样可以在沙土到中等土壤和粘土的各种土壤的土壤基础上进行高精度的动态和静态分析。

7. 发明公开

EP1546981A4 SYSTEM, METHOD AND COMPUTER PROGRAM PRODUCT FOR SUBSURFACE CONTAMINATION DETECTION AND ANALYSIS 审中-公开
标题翻译：系统，方法和计算机程序产品下表面污染检测和分析
公开(公告)号：EP1546981A4
公开(公告)日：2008-01-23
申请号：EP03759382
申请日：2003-09-22
申请人： COLUMBIA TECHNOLOGIES LLC
发明人： SOHL JOHN H III , TILLMAN JAMES E
IPC分类号： G01N1/40 , E02D1/00 , E02D1/02 , G01N1/02 , G01N1/22 , G01N1/28 , G01N1/34 , G01N30/02 , G01N30/88 , G01N33/24 , G01N35/00 , G01V3/15 , G01V3/20 , G01V11/00 , G06F19/00
CPC分类号： G01V3/15 , E02D1/02 , G01N1/2205 , G01N1/2294 , G01N1/34 , G01N1/4005 , G01N35/00871 , G01N2001/021 , G01N2001/227 , G01N2001/282 , G01N2001/4016 , G01N2030/025 , G01N2030/8886 , G01N2035/00881 , G01V3/20 , G01V11/00 , G06Q20/102
摘要： A system (804), method and computer program product (204, 208, 816) for source area contamination (300) data acquisition (806), analysis and processing. The invention leverages and expands direct sensing technology, knowledge and experience to provide detailed, real-time images of subsurface conditions. The latest technologies in sensors, digital processing, computation and 3D visualization are used to enable clients (202, 204, 206C) to work with a single contractor who can perform data acquisition, processing and analysis necessary to produce quantifiable, user-friendly 3D maps on a daily basis which can be delivered via the Internet and/or to mobile devices. This allows the owner and site project manager to make timely decisions as they guide investigation, remediation and monitoring efforts.

8. 发明公开

EP1692346A2 PILING APPARATUS AND METHOD OF INSTALLATION 审中-公开
标题翻译：夯及安装方法
公开(公告)号：EP1692346A2
公开(公告)日：2006-08-23
申请号：EP04817322.3
申请日：2004-09-29
申请人： WHITSETT, Michael
发明人： WHITSETT, Michael
IPC分类号： E02D1/00
CPC分类号： E02D5/801
摘要： An in-situ pile apparatus (10) includes a helical anchor to which a plurality of elongated generally cylindrically shaped sections can be added. Each of the sections has a specially shaped end portion for connecting to another section. An internal drive is positioned in sections inside the bore of each of the connectable pile sections. The internal drive includes enlarged sections that fit at the joint between pile sections. In one embodiment, the internal drive can be removed to leave a rod behind that defines reinforcement for a tension rod connection from the anchor tip to an upper portion attachment point.

9. 发明公开

EP1430330A4 IN SITU METHOD FOR DETERMINING SOIL LIQUEFACTION TENDENCY AND ITS PREVENTION BY ELECTRO-OSMOSIS 有权
标题翻译：的原位方法来确定ERDVERFLÜSSIGUNGSTENDENZ及其防治BY电渗透
公开(公告)号：EP1430330A4
公开(公告)日：2005-02-23
申请号：EP02761806
申请日：2002-09-24
申请人： GEOSIERRA LLC
发明人： HOCKING GRANT
IPC分类号： E02D1/00 , E02D1/02 , E02D27/34 , G01N3/00 , G01N3/10 , G01N33/24 , G01V3/26 , G01V7/00 , E02D3/08 , E02D3/10
CPC分类号： E02D1/027 , G01N33/24 , G01V3/265 , Y02A90/342
摘要： A method for determining the liquefaction tendency of a water saturated soil is provided in which a driven or self boring probe with a plurality of expanding and contracting bladders imposes a cyclic shear stress reversal on a body of soil in situ, and from the measurement of pore water pressure, the liquefaction potential of the soil can be quantified. A pore water pressure increase during cyclic shear stress reversals indicates a contractive soil which has the potential to liquefy. The method can also quantify the potential of electro-osmosis in preventing soil liquefaction, by energizing a group of at least three electrodes by a d-c power source during the potential onset of liquefaction, and measure the reduction in pore water pressure during subsequent repeated shear stress reversals imposed on the soil by the device.

10. 发明授权

EP0881334B1 Method for manufacturing a flexible mat-like component for protecting, ballasting and supporting submarine pipelines and cables. 失效
标题翻译：制造柔性垫状体用于保护，压载和支撑水下管道或水下电缆的方法
公开(公告)号：EP0881334B1
公开(公告)日：2004-11-24
申请号：EP98109467.5
申请日：1998-05-25
申请人： Ing. Giuseppe Sarti & C. S.p.A.
发明人： Pavani, Gabriele
IPC分类号： E02D1/00 , E02D17/20 , F16L1/24
CPC分类号： F16L1/24 , E02D17/202 , Y02A10/24
摘要： A method for manufacturing a flexible mat-like component (1) for protecting, ballasting and supporting submarine pipelines and cables, comprises the following steps: lining with a case (2) the internal space of a component forming box; positioning, inside the internal space thus lined, a wire net (5) reinforcement frame which lies on an intermediate plane parallel to the bottom of the space; introducing in the space a hot premixed filler material (6,6a), composed of a rock aggregate (6) whose dimensions are such that it passes through the meshes of the net and of an asphalt cement (6a), until a level equal to the final thickness of the component is reached, embedding the frame; and covering the filler material with the case.

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