BRPI0509003A - penetrÈmetro esférico para medir in situ as propriedades do solo macio e método para medir in situ as propriedades do solo macio - Google Patents

penetrÈmetro esférico para medir in situ as propriedades do solo macio e método para medir in situ as propriedades do solo macio

Info

Publication number
BRPI0509003A
BRPI0509003A BRPI0509003-2A BRPI0509003A BRPI0509003A BR PI0509003 A BRPI0509003 A BR PI0509003A BR PI0509003 A BRPI0509003 A BR PI0509003A BR PI0509003 A BRPI0509003 A BR PI0509003A
Authority
BR
Brazil
Prior art keywords
spherical
soil properties
soft soil
situ
penetrometer
Prior art date
Application number
BRPI0509003-2A
Other languages
English (en)
Inventor
Patrick Joseph Kelleher
Stephen David Payor
James Austin Shiels
Original Assignee
Benthic Geotech Pty Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from AU2004901537A external-priority patent/AU2004901537A0/en
Application filed by Benthic Geotech Pty Ltd filed Critical Benthic Geotech Pty Ltd
Publication of BRPI0509003A publication Critical patent/BRPI0509003A/pt

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
    • E21B49/006—Measuring wall stresses in the borehole
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/02—Investigation of foundation soil in situ before construction work
    • E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
    • E21B49/001—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells specially adapted for underwater installations
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02—Details
    • G01N3/06—Special adaptations of indicating or recording means
    • G01N3/064—Special adaptations of indicating or recording means with hydraulic indicating or recording means
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/40—Investigating hardness or rebound hardness
    • G01N3/42—Investigating hardness or rebound hardness by performing impressions under a steady load by indentors, e.g. sphere, pyramid
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0058—Kind of property studied
    • G01N2203/0076—Hardness, compressibility or resistance to crushing
    • G01N2203/0078—Hardness, compressibility or resistance to crushing using indentation
    • G01N2203/0082—Indentation characteristics measured during load

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Geology (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Biochemistry (AREA)
  • Immunology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Fluid Mechanics (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Pathology (AREA)
  • Soil Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PENETRÈMETRO ESFéRICO PARA MEDIR IN SITU àS PROPRIEDADES DO SOLO MACIO E MéTODO PARA MEDIR IN SITU àS PROPRIEDADES DO SOLO MACIO Trata-se de uma sonda de penetrómetro esférico para medir in situ as propriedades do solo macio, particularmente no leito marinho, que compreende um corpo esférico e um conjunto de eixo reduzido, e quer individualmente quer combinada, uma luva de antifricção que encerra o eixo e/ou um anel poroso periférico sobre o corpo esférico com passagens internas de conexão através da montagem esférica, sendo que o eixo é adaptado para fixação em um módulo transdutor eletrónico. O penetrómetro esférico é distribuído para penetrar no leito do solo, a fim de efetuar contínuas medições das forças de mancal no solo, as quais resistem à penetração e à retirada da esfera, e medir, opcionalmente, a pressão neutra da água no solo que fica em contato com a esfera e transmitir os dados de medição provenientes da sonda para uma estação de operação remota, seja por meios sem fio, tais como um transdutor acústico, seja por meio de uma conexão elétrica cabeada.
BRPI0509003-2A 2004-03-23 2005-02-25 penetrÈmetro esférico para medir in situ as propriedades do solo macio e método para medir in situ as propriedades do solo macio BRPI0509003A (pt)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU2004901537A AU2004901537A0 (en) 2004-03-23 Improved ball penetrometer for soft soils testing
PCT/AU2005/000249 WO2005090942A1 (en) 2004-03-23 2005-02-25 Improved ball penetrometer for soft soils testing

Publications (1)

Publication Number Publication Date
BRPI0509003A true BRPI0509003A (pt) 2007-08-07

Family

ID=34993820

Family Applications (1)

Application Number Title Priority Date Filing Date
BRPI0509003-2A BRPI0509003A (pt) 2004-03-23 2005-02-25 penetrÈmetro esférico para medir in situ as propriedades do solo macio e método para medir in situ as propriedades do solo macio

Country Status (9)

Country Link
US (1) US7493803B2 (pt)
EP (1) EP1728063A4 (pt)
JP (1) JP4642070B2 (pt)
AU (2) AU2005224276B2 (pt)
BR (1) BRPI0509003A (pt)
CA (1) CA2558374C (pt)
MY (1) MY140591A (pt)
NO (1) NO20064035L (pt)
WO (1) WO2005090942A1 (pt)

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WO2011017754A1 (en) * 2009-08-13 2011-02-17 Benthic Geotech Pty Ltd Pipeline simulation device
US8656759B2 (en) * 2010-03-18 2014-02-25 Innoquest, Inc. Handheld penetrating consistometer
BE1019322A3 (fr) * 2010-04-30 2012-06-05 Iskander Khalil Fahmy Procede et dispositif de mesure des caracteristiques mecaniques du sol.
CN102493423B (zh) * 2011-11-22 2013-12-25 浙江大学 离心机机载三要素静力触探仪
US8984957B2 (en) 2012-01-30 2015-03-24 The United States Of America, As Represented By The Secretary Of The Navy System and method for testing of micro-sized materials
DE102012003223A1 (de) * 2012-02-20 2013-08-22 Carl Zeiss 3D Automation Gmbh Kugel-Schaft-Verbindung
GB2510581A (en) * 2013-02-07 2014-08-13 Geomarine Ltd Seabed measurement or sampling system with string of rods
JP6236360B2 (ja) * 2014-06-11 2017-11-22 鹿島建設株式会社 施工体の強度管理方法及び施工体の強度管理システム
FR3025887B1 (fr) * 2014-09-15 2016-09-09 Sol Solution Methode de caracterisation de l'assise d'une voie ferree, dispositif pour visualiser l'interieur d'un sol et ensemble de caracterisation de l'assise d'une voie ferree comprenant un tel dispositif
US10113422B2 (en) 2015-03-10 2018-10-30 Saudi Arabian Oil Company Determining spotting fluid properties
CN105784972A (zh) * 2016-04-22 2016-07-20 安徽京师方圆信息技术有限公司 一种土壤水分远程监测系统
JP6734116B2 (ja) * 2016-05-13 2020-08-05 国立大学法人東京海洋大学 トラフィカビリティの評価方法およびシステム
CN106192969B (zh) * 2016-07-12 2018-02-02 东南大学 一种基于球型全流孔压触探贯入仪及其固结系数评价方法
CN106053295A (zh) * 2016-07-28 2016-10-26 东南大学 一种用于评价粘土强度的自落式球型动态贯入仪
CN109556653A (zh) * 2017-09-27 2019-04-02 天津大学 一种带有液压吸力筒基础的原位管土作用测试系统及其测试方法
CN107700458A (zh) * 2017-10-16 2018-02-16 东南大学 用于海洋超软土原位测试的梨形扩底全流触探探头
CN107727063B (zh) * 2017-11-08 2019-08-23 中国科学院广州能源研究所 一种水合物开采过程中海底变形的实时监控装置
WO2019127110A1 (zh) * 2017-12-27 2019-07-04 大连理工大学 带有推进器的自由落体式球形贯入仪
CN108152170B (zh) * 2017-12-27 2020-04-07 大连理工大学 带有推进器的自由落体式球形贯入仪
CN108265765A (zh) * 2018-03-22 2018-07-10 广东省水利电力勘测设计研究院 一种淤泥质软土地基强度的检测装置
GB201806830D0 (en) * 2018-04-26 2018-06-13 Renishaw Plc Surface finish stylus
CN110044726B (zh) * 2019-04-04 2023-10-13 中国地质大学（武汉） 一种适用于土岩接触面环剪仪试验系统
CN110735428B (zh) * 2019-10-23 2021-11-12 中国海洋大学 一种深海球形触探探头
CN110700230A (zh) * 2019-11-07 2020-01-17 大连理工大学 一种可测球形探头不同位置处土压力的全流动贯入仪
RU2740172C2 (ru) * 2019-12-26 2021-01-12 Общество с ограниченной ответственностью "Маринн 3Д" Срезная обойма подводной буровой трубы для определения усилия среза в ненарушенном керне донных осадков
CN111307355B (zh) * 2020-03-09 2022-02-22 南京工业大学 一种土体全应力分量传感球及其使用方法
EP4168770A4 (en) * 2020-06-18 2024-07-24 Yvo Keulemans MEASURING DEVICE AND METHOD OF USE THEREOF
CN111693361B (zh) * 2020-07-17 2021-05-14 大连理工大学 一种基于全流触探的土体强度测量装置
CN111965060B (zh) * 2020-08-03 2023-06-09 河海大学 压入式现场回弹模量测定装置
US11785888B2 (en) 2020-08-11 2023-10-17 Cnh Industrial America Llc Combine loose soil detection sensor
US11352545B2 (en) 2020-08-12 2022-06-07 Saudi Arabian Oil Company Lost circulation material for reservoir section
CN112082875B (zh) * 2020-09-17 2021-11-05 大连理工大学 一种基于有压触探的原位土体参数测量装置
CN112160311B (zh) * 2020-09-17 2022-05-10 武汉市市政路桥有限公司 用于公路施工的路面基层测量装置
CN113513964B (zh) * 2021-07-20 2023-03-17 淮北市平远软岩支护工程技术有限公司 一种适用于冲击地压巷道软岩体置换的深度探测装置
CN113482602B (zh) * 2021-07-22 2022-07-29 上海勘察设计研究院(集团)有限公司 一种超深自平衡随钻原位测试系统及施工方法

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Also Published As

Publication number Publication date
EP1728063A1 (en) 2006-12-06
CA2558374C (en) 2013-11-19
EP1728063A4 (en) 2013-04-03
CA2558374A1 (en) 2005-09-29
JP2007530923A (ja) 2007-11-01
AU2009243406A1 (en) 2009-12-17
US20070125158A1 (en) 2007-06-07
AU2005224276A1 (en) 2005-09-29
JP4642070B2 (ja) 2011-03-02
AU2009243406B2 (en) 2011-03-03
NO20064035L (no) 2006-12-21
WO2005090942A1 (en) 2005-09-29
AU2005224276B2 (en) 2009-12-24
MY140591A (en) 2009-12-31
US7493803B2 (en) 2009-02-24

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Legal Events

Date Code Title Description
B07A Technical examination (opinion): publication of technical examination (opinion) [chapter 7.1 patent gazette]
B09B Patent application refused [chapter 9.2 patent gazette]
B09B Patent application refused [chapter 9.2 patent gazette]