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33results about How to "Large sample size" patented technology

Large-scale real triaxial shear testing device and application thereof

The invention relates to a large-scale real triaxial shear testing device and an application thereof. The testing device comprises a testing box, a hydraulic pressurization mechanism and a water pressure pressurization mechanism, wherein the testing box comprises a box frame, a shear box and a soil pocket; the hydraulic pressurization mechanism comprises a hydraulic control box, a vertical hydraulic cylinder, a horizontal hydraulic cylinder and a shear testing hydraulic cylinder; the water pressure pressurization mechanism comprises a water box, a gas pressure tank and a water pressure pocket; the hydraulic control box is used for controlling the pressure of the vertical hydraulic cylinder and the horizontal hydraulic cylinder, the gas pressure tank is used for controlling the pressure of the water pressure pocket and enabling a test sample in the soil pocket to be in a three-dimensional stress state, shear testing is performed on the test sample through the shear testing hydraulic cylinder, whether the test sample has drainage or not is controlled through a drainage valve, and the changes in displacement over time and the changes of pressure applied in each direction over the time are recorded when the test sample is sheared. Compared with the prior art, the large-scale real triaxial shear testing device provided by the invention has the characteristics that the size of the test sample is large, a shear surface is not a traditional fixed horizontal plane, the large-scale real triaxial shear testing device can be used for shear testing of soil in a three-dimensional stress state, and parameters of a soil layer can be determined more accurately.
Owner:TONGJI UNIV

In-situ shearing experimental instrument for measuring saturated loess-mud rock contact surface

The invention relates to an in-situ shearing experimental instrument for measuring a saturated loess-mud rock contact surface. A lower shearing box is mounted in an experiment foundation pit, an upper shearing box is mounted on the lower shearing box, and a horizontal hydraulic jack is horizontally arranged between the upper shearing box and the experimental foundation pit; a shearing box pressure cover is mounted on the top of the upper shearing box, the shearing box pressure cover is connected to a counterweight supporting plate through an axial hydraulic jack, and a counterweight is mounted on the counterweight supporting plate; a water holder is also mounted in the experimental foundation pit through a supporting rod of the water holder, and the water holder is connected to a water inlet hole in the upper portion of the upper shearing box through a water delivery pipe, so that injected water flows out from the lower portion of the upper shearing box. The in-situ shearing experimental instrument provided by the invention can truly reflect and keep an excessively wet, saturated and soft and plastic state of the loess-mud rock contact surface in situ without disturbance on soil. A test sample for the experiment is large in dimension, and the in-situ shearing experimental instrument is an effective instrument for acquiring in-situ instantaneous shearing strength and long-term creep shearing strength parameters of heterogeneous soil on the saturated loess-mud rock contact surface.
Owner:NORTHWEST UNIV(CN)

Sample for testing adhesion and anti-shearing strength of refractory mortar and testing method thereof

The invention relates to a sample for testing adhesion and anti-shearing strength of refractory mortar and a testing method thereof. According to the scheme, the sample is a whole formed by three refractory bricks in a bonding mode through the refractory mortar to be tested; the sample has three specific shapes that 1, upper planes and lower planes of the three refractory bricks are all flush with each other; 2, the lower planes of the three refractory bricks are flush with one another, and the upper plane of the middle refractory brick is higher than the upper planes of the refractory bricks at the two sides; 3, the upper plane of the middle refractory brick is higher than the upper planes of the refractory bricks at the two sides, and the lower plane of the middle refractory brick is concaved into the lower planes of the refractory bricks at the two sides. Materials of the three refractory bricks are matched with the materials of the refractory mortar to be tested, and refractory mortar bonding surfaces of the three refractory bricks are original brick surfaces of the refractory bricks. The three refractory bricks have the shapes that the middle refractory brick is shaped like a cuboid or a cube, and the refractory bricks at the two sides are each shaped like a cuboid or a cube or a trapezoid with the vertical bonding surface. According to the sample for testing the adhesion and anti-shearing strength of the refractory mortar and the testing method thereof, the preparation is convenient, and the sample is large is size; the testing process of the prepared sample is easy, and the testing result is accurate and reliable.
Owner:WUHAN UNIV OF SCI & TECH

Caenorhabditis elegans drunkenness model creation method for rapidly screening alcohol-effect-dispelling plants and application

The invention discloses a caenorhabditis elegans drunkenness model creation method for rapidly screening alcohol-effect-dispelling plants. The caenorhabditis elegans drunkenness model creation methodincludes taking wild caenorhabditis elegans as a base, and cultivating the caenorhabditis elegans in liquid until the content reaches 2000-2500 worm/mL; after the caenorhabditis elegans just grows into the adulthood, adding an alcoholic solution into the worm liquid until the final concentration of the alcoholic solution reaches 1-5%, and performing 24-hour intervention, wherein the caenorhabditiselegans is drunk at the moment. The method has the advantages that a model organism, namely the caenorhabditis elegans, which is convenient and easy to get, is adopted for evaluation, and accordingly, experiment cost can be reduced effectively; the growth cycle of the caenorhabditis elegans is short, and tens of thousands of the caenorhabditis elegans can be reproduced in a short time to be usedfor experiments, so that enough samples can be guaranteed, experiment errors can be reduced, and accuracy of evaluation results can be guaranteed; high-throughput screening experiments can be carriedout, experiment results can be acquired efficiently, and experiment cycle can be shortened greatly.
Owner:HUNAN AGRICULTURAL UNIV

Establishment method and application of pre-pregnancy TSH abnormal reference value

The invention discloses a method for establishing a pre-pregnancy TSH abnormal reference value, and relates to the technical field of maternal and child health care, and the method comprises the following steps: S1, grouping women subjected to pre-pregnancy TSH detection through a big data statistics mode; S2, performing preliminary grouping according to whether the examined women have the pregnancy history or not; S3, performing grouping according to the ages of the women to be examined, adopting cross grouping during age grouping, taking each age as one group, marking the age as n, taking the women of the age n-2, the age n-1, the age n, the age n + 1 and the age n + 2 as one group, and marking the group as an age N group; S4, performing grouping according to different posture characteristics of the examined persons; S5, performing grouping according to different physical conditions of the examinees on the same day. Under the coordination and cooperation effect of big data, samples are expanded as much as possible on the basis of crowds; through the pre-pregnancy detection system, the TSH values of the tested women are compared, an alarm is given for abnormal values, and guidance is provided for research of the pre-pregnancy TSH abnormal values.
Owner:昆明市官渡区妇幼健康服务中心

An In-Situ Shear Experiment Apparatus for Determination of Saturated Loess-mudstone Contact Surface

An in-situ shear experimental instrument for measuring the contact surface of saturated loess-mudstone. The lower shear box is installed in the experimental foundation pit. The upper shear box is installed on the lower shear box. The upper shear box is connected to the inner wall of the experimental foundation pit. A horizontal hydraulic jack is set horizontally in the middle; a shear box pressure cover is installed on the top of the upper shear box. The shear box pressure cover is connected to the counterweight support plate through the axial hydraulic jack, and the counterweight support plate is equipped with a counterweight; in the experimental foundation pit The water container is also installed through the water container support rod, and the water container is connected to the water inlet hole on the upper part of the upper shear box through a water pipe, so that the injected water flows out from the lower part of the upper shear box. The in-situ shear tester provided by the present invention can truly reflect and keep the contact surface between loess and mudstone in a state of overhumidity, saturation and soft plastic for a long time in situ without disturbing the soil. The size of the test sample is large, which is an ideal way to obtain loess- An effective instrument for in-situ instantaneous shear strength and long-term creep shear strength parameters of "heterogeneous soil" at the mudstone contact surface.
Owner:NORTHWEST UNIV

A hot isostatic pressing method for preparing high-density molybdenum-copper alloy

InactiveCN104762498BHigh degree of densificationUniform distribution of two phasesSmall sampleHeat conducting
The invention discloses a hot isostatic pressing preparation method of a high-density molybdenum-copper alloy and the hot isostatic pressing preparation method is used for solving the problems that material heat conductivity and device air tightness are influenced by defects such as relatively low relative density, non-uniform component distribution and relatively small sample sizes existing in a process of preparing a molybdenum-copper alloy by using an existing method. The hot isostatic pressing preparation method comprises the following steps: performing ball milling on weighed raw materials, firstly preparing a cold-pressed billet, and then removing a low-density oxide phase by virtue of hydrogen reduction. By adopting a high-vacuum hot isostatic pressing dense sintering method, the density problem of the molybdenum-copper alloy can be successfully solved, the sintering temperature can also be greatly reduced, interface structures of the materials can be effectively controlled, uniform distribution of components can be achieved, and the heat-conducting properties of the materials can be optimized. By adopting the hot isostatic pressing preparation method disclosed by the invention, the molybdenum-copper alloy with high density, high copper content and large size can be successfully prepared, requirements of electronic packaging and heat sink materials for the properties such as material strength and heat conductivity can be met, relatively good market application prospects can be achieved, and the molybdenum-copper alloy is worthy of being popularized and applied in large scale.
Owner:MATERIAL INST OF CHINA ACADEMY OF ENG PHYSICS
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