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JP5945231B2 |
A system for monitoring the forming of a solid object having a sensor string positionable in a forming structure before the curing process and a communication line extending along a string axis between a first and second end. The string ...
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JP5943281B2 |
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JP5943382B2 |
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JP5944730B2 |
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JP5941572B2 |
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JP5936285B2 |
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JP5939483B2 |
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JP5937924B2 |
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JP5933225B2 |
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JP5932178B1 |
To provide a pile hole drilling device capable of forming a pile hole in the ground and immediately determining whether or not a bearing capacity of a pile tip is sufficient. Knocking fixed to a hammer casing 10 of a penetration tester 1...
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JP2016102390A |
To provide a grout injection pipe with a ground settlement inspection device under a large civil engineering and construction structure deck slab which secures good installation workability and is excellent in operability and earthquake ...
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JP5918435B1 |
[Subject] When building a cast-in-place pile and ready-made stakes in a pile hole drilled in the foundation, a judgment of whether stake tip bearing power of a pile hole is enough is certainly enabled very simply before a stake-denominat...
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JP5920739B1 |
[Subject] The present invention is to acquire the foundation sampling equipment and the foundation sample extraction method the 3 phases of Solid , liquid, and mind are mainly extractable [in the state near the original foundation] from ...
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JP5896325B2 |
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JP5882159B2 |
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JP2016030968A |
To allow a user to select loading means.A Swedish-type sounding penetration test device may carry any number (0 to N) of weights W, and includes a loading platform 4 that ascends/descends along a support 3, a hydraulic cylinder mechanism...
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JP5860258B2 |
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JP5863040B2 |
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JP5843594B2 |
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JP5839273B2 |
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JP5839903B2 |
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JP5827830B2 |
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JP2015206690A |
To provide a method and a device capable of measuring tensile strength of various kinds of soil regardless of a place.An immovable part 1a on one end side of a soil sample 1 in a lateral direction is fixed, and a movable part 1b on the o...
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JP5819152B2 |
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JP5813066B2 |
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JP2015200170A |
To provide an inspection-cum-grout injection device of excellent operability and seismic resistance, for promptly measuring a cavity formed by ground subsidence beneath a bottom slab of a sluice, sluiceway, retaining wall, building or ot...
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JP5807995B2 |
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JP5791526B2 |
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JP5785105B2 |
To provide a calibration method and a device which enable a high-precision measurement to be achieved in measuring saturation of the ground on the basis of specific resistance of sand ground with air injected thereinto.A calibration meth...
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JP5780577B2 |
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JP5775780B2 |
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JP5766974B2 |
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JP5767596B2 |
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JP5765816B2 |
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JP2015140528A |
To solve the problems of being unable to stabilize a pouring-pumping water quantity since a pump head lacks only by a storage pump installed in a boring hole having an inner diameter of 51 mm, of being unable to arrange a non-pulsation q...
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JP5753289B2 |
To provide a mineral sampling kit for mineral monocrystal collection for easily sampling only a crystal portion of a mineral by including a plurality of sampling members having different inner diameters and replacing to a sampling member...
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JP5753239B2 |
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JP5748793B2 |
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JP5747739B2 |
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JP2015110885A |
To provide a chuck mechanism of a rod which withstands predetermined strength.A chuck mechanism includes: a first member 60 having a first recess 16 extending in a vertical direction; a second member 61 having a second recess 17 extendin...
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JP5735329B2 |
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JP5731305B2 |
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JP5722563B2 |
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JP2015072178A |
To provide a water bottom ground-penetration depth measuring device suitable to measure the penetration depth of a probe for a cone-penetration test into underwater ground of a very deep water region with high accuracy.A device 10 measur...
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JP5700679B2 |
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JP5690081B2 |
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JP5689660B2 |
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JP5679829B2 |
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JP2015021355A |
To provide a method for determining risk of liquefaction by an FL method, by estimating the dynamic shear strength ratio from a measured value by a rotational penetration test.The method is provided for determining the liquefaction on th...
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JP5652268B2 |
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