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公开(公告)号:US5511429A
公开(公告)日:1996-04-30
申请号:US277520
申请日:1994-07-19
申请人: Masayuki Kosugi , Akio Tamai
发明人: Masayuki Kosugi , Akio Tamai
IPC分类号: E21B47/00 , E21B47/08 , E21B49/00 , E21F17/18 , G01B5/30 , G01B7/16 , G01B11/16 , H01L27/146 , G01B5/00
CPC分类号: E21F17/185 , E21B47/00 , E21B47/0006 , E21B47/082 , E21B49/006 , G01B11/16 , G01B5/30 , G01B7/16 , H01L27/14643
摘要: A three-dimensional displacement measuring system measures the three-dimensional displacement of a mass such as rock. A first cylindrical member is provided as a displacement indicating device and is arranged on one side of a discontinuous surface, such as a crack, in a bore hole in the rock. The bore hole extends across the discontinuous surface. A second cylindrical member is provided as a displacement measuring device on the other side of the discontinuous surface and is free to displace relative to the mass and the first cylindrical member and is located opposite to the first cylindrical member.
摘要翻译: 三维位移测量系统测量诸如岩石的质量的三维位移。 第一圆柱形构件设置为位移指示装置,并且布置在岩石的钻孔中的诸如裂纹的不连续表面的一侧。 钻孔延伸穿过不连续表面。 第二圆柱形构件设置在不连续表面的另一侧上的位移测量装置,并且相对于质量和第一圆柱形构件自由移位并且与第一圆柱形构件相对。
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公开(公告)号:US4813278A
公开(公告)日:1989-03-21
申请号:US172081
申请日:1988-03-23
申请人: Masayuki Kosugi
发明人: Masayuki Kosugi
CPC分类号: G01B5/30 , E21B49/006
摘要: A complete, three-dimensional stress state of underground rock is determined by a method which includes the steps of: drilling a rock to form a borehole with a substantially spherical bottom; deforming the borehole either by releasing the rock from the stresses by overcoring or by applying an external static pressure to the rock; and measuring displacements of the spherical bottom in at least xx, yy, zz, xy, yz and zx radial directions during the deformation of the borehole.
摘要翻译: 地下岩石完整的三维应力状态是通过一种方法确定的,该方法包括以下步骤:钻岩石以形成具有基本球形底部的钻孔; 通过将岩石从压力释放岩石或通过向岩石施加外部静压使岩石变形; 并且在钻孔变形期间测量至少xx,yy,zz,xy,yz和zx径向方向上的球底的位移。
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公开(公告)号:US5623108A
公开(公告)日:1997-04-22
申请号:US478680
申请日:1995-06-07
申请人: Masayuki Kosugi , Akio Tamai
发明人: Masayuki Kosugi , Akio Tamai
IPC分类号: E02D1/00 , E21B47/00 , E21B49/00 , G01B5/30 , G01B11/00 , G01B11/16 , G01B21/00 , H01L27/146 , G01N21/01
CPC分类号: E21B47/00 , E21B49/006 , G01B11/16 , G01B5/30 , H01L27/14643
摘要: A method for measuring three-dimensional displacement of a mass comprises the steps of providing a measuring object placed on the end surface of the mass, for reflecting at least a fraction of three-dimensional displacement of the mass, arranging a displacement measuring equipment for free displacement relative to the mass and in opposition to the measuring object, and measuring three-dimensional relative displacement of the mass by detecting relative displacement of sad displacement indicative means relative to the displacement measuring equipment by the latter. The method is implemented by a three-dimensional displacement measuring system comprises a measuring object placed on the end surface of the mass, for reflecting at least a fraction of three-dimensional displacement of the mass, a displacement measuring equipment arranged for free displacement relative to the mass and in opposition to the measuring object, for measuring three-dimensional relative displacement of the mass by detecting relative displacement of sad displacement indicative means relative to the displacement measuring equipment by the latter. The method and system is suitable for measuring displacement of a rock across a crack.
摘要翻译: 用于测量质量的三维位移的方法包括以下步骤:提供放置在物体的端面上的测量对象,用于反射质量的至少一部分三维位移,将位移测量设备自由排列 相对于质量的位移和与测量对象相反的位移,并且通过检测悲伤位移指示装置相对于位移测量设备的相对位移来测量质量的三维相对位移。 该方法通过三维位移测量系统来实现,该系统包括放置在质量体的端面上的测量对象,用于反射质量的至少一部分三维位移;位移测量设备,相对于 通过检测残余位移指示装置相对于位移测量设备的相对位移来测量质量的三维相对位移,并且与测量对象相反。 该方法和系统适用于测量岩石跨越裂缝的位移。
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