Determination of coarse-grained soil k 0 value of large k 0 Consolidation instrument
A coarse-grained soil and consolidation instrument technology, applied in the direction of applying stable tension/pressure to test the strength of materials, etc., can solve the residual strain of the ring body, the pressure coefficient of the static side of the difficult soil body, and the inability to accurately measure the horizontal direction. Stress and other problems, to achieve the effect of accurate measurement and avoid errors
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Publication Date
- 2019-08-27
Smart Images

Figure 1 
Figure 2 
Figure 3
Abstract
Description
technical field
[0001] The invention relates to a method for measuring coarse-grained soil K 0 value of large K 0 The consolidation instrument belongs to the field of indoor rock and soil test research. Background technique
[0002] The static lateral pressure coefficient of soil plays an important role in the study of soil deformation, static earth pressure of retaining structures, underground building enclosure structures, tunnel lining structures, and lateral friction calculations of piles. development, underground engineering and deep foundation pit engineering are gradually increasing, soil K 0 The selection of values has received more and more attention.
[0003] Static lateral pressure of soil (K 0 ) coefficient is an important elastic parameter in the soil, which can reflect the change of horizontal stress in the soil, and can also directly calculate the distribution of earth pressure acting on the retaining structure and the safety of the project.
[0004] Ho...
Examples
Embodiment Construction
[0026] The present invention is described in further detail now in conjunction with accompanying drawing. These drawings are all simplified schematic diagrams, which only illustrate the basic structure of the present invention in a schematic manner, so they only show the configurations related to the present invention.
[0027] Such as Figure 1-Figure 7 As shown, the application includes the following technical features: 1: bracket, 2: axial pressure jack, 3: hydraulic source interface, 4: force sensor, 5: pressure cover plate, 6: burette, 7: first permeable plate, 8 : Permeable tank, 9: Rigid retaining ring, 10: Coarse-grained soil sample, 11: Hydraulic bladder, 12: Three-way valve, 13: Hydraulic sensor, 14: Second permeable plate, 15: Fixing nut, 16: Reaction force Frame, 17: cylindrical container, 18: data acquisition system, 19: bottom plate; a method for measuring coarse-grained soil K 0 value of large K 0 Consolidation instrument, including a cylindrical container, t...