Abstract: A marine dynamic environment simulation test system and a test method are provided. The system includes a test chamber, a seawater erosion unit, a climate simulation unit and a force loading device. The bottom of the test chamber is provided with a simulated seabed structure model for supporting a test piece. The seawater erosion unit includes a sedimentation tank containing seawater and a circulation mechanism. The circulation mechanism is capable of making the seawater in the sedimentation tank circulate in the sedimentation tank and the test chamber and controlling the water level and the flow rate of the seawater in the test chamber. The climate simulation unit is capable of performing at least one of ultraviolet irradiation, high temperature irradiation, sea wind simulation or rain and fog simulation on the test piece. The force loading device loads force in a preset direction on the test piece.

Abstract: An accelerated loading road-testing system includes a plurality of loading mechanisms. The plurality of loading mechanisms are sequentially arranged along a first direction. The loading mechanism includes a supporting frame, a sliding assembly, and a loading assembly. The supporting frame includes a horizontal supporting beam disposed along a second direction. The horizontal supporting beam has a sliding state in which the horizontal supporting beam slides along a third direction, and a static state in which the horizontal supporting beam is static. The sliding assembly is slidable on the horizontal supporting beam along the second direction. The loading assembly includes a telescopic cylinder and a loading head. A first end of the telescopic cylinder is hinged to the sliding assembly, the second end of the telescopic cylinder is securely connected to the loading head, the telescopic cylinder is configured to always drive the loading head to move along the third direction.

Abstract: Disclosed is detection apparatus for flow deformation of foundation layer in horizontal direction including: housing, rotation assembly rotatably disposed within accommodation cavity of the housing, and measurement assembly including first optical fiber lead wire, first optical fiber sensor disposed on first optical fiber lead wire, second optical fiber lead wire, and second optical fiber sensor disposed on second optical fiber lead wire, and disposed within the accommodation cavity. First optical fiber sensor is configured to measure tensile strain of first optical fiber lead wire and first optical fiber sensor before and after the rotation assembly rotates; second optical fiber sensor is configured to measure tensile strain of second optical fiber lead wire and second optical fiber sensor before and after the rotation assembly rotates, to obtain strain amount and displacement change amount, and further to obtain flow deformation degree and flow deformation direction of soil mass of the foundation layer.

Abstract: Disclosed is detection apparatus for flow deformation of foundation layer in horizontal direction including: housing, rotation assembly rotatably disposed within accommodation cavity of the housing, and measurement assembly including first optical fiber lead wire, first optical fiber sensor disposed on first optical fiber lead wire, second optical fiber lead wire, and second optical fiber sensor disposed on second optical fiber lead wire, and disposed within the accommodation cavity. First optical fiber sensor is configured to measure tensile strain of first optical fiber lead wire and first optical fiber sensor before and after the rotation assembly rotates; second optical fiber sensor is configured to measure tensile strain of second optical fiber lead wire and second optical fiber sensor before and after the rotation assembly rotates, to obtain strain amount and displacement change amount, and further to obtain flow deformation degree and flow deformation direction of soil mass of the foundation layer.