Abstract: A method for sealing elongated hollow cavities (2), such as circular-cylindrical pipes, tubes, drill holes or the like, in which a body (1) is placed in the cavity in sealing contact with the inner surface (4) of the cavity. The method has at least one essentially annular, elastic sealing element (3) sealingly mounted in a radially and circumferentially extending gap present in the body (1) and which is caused to be urged radially outwards into sealing abutment with the inner surface (4) of the cavity (2), by means of pressure (p) applied internally of the body. There is also a device for carrying out the mehtod.

Abstract: This invention relates to a device for taking samples of ground water in soil and rock, comprising an at least partially evacuated sampling container of which the end facing downward in operative position is sealed air-tight by a first member of flexible material. The object of the invention is to improve the existing art for taking ground water samples in soil and rock. The device according to the invention renders it possible to take samples, which are hermetically sealed until they are analyzed in the laboratory. The device according to the invention is characterized, in that a second member of flexible material closes the upper end of the ground water sampler, and a two-sided cannula is movable in its longitudinal direction relative to the two members.

Abstract: A device for measuring pore water pressure in soils employs a pore pressure sound (2) as a sensing member and a closed measuring system (5,6) for creating the least possible disturbance in soils having a low degree of permeability, such as clay. The closed liquid-filled measuring system comprises a hypodermic needle type (20) of connection between the pore pressure sound and a measuring device (3), said needle being operative to penetrate a member of resilient material to extend into a liquid-filled chamber in said pore pressure sound and transfer a reading of the pore water pressure to said measuring device.

Abstract: Method of determining the pore water pressure in a soil, which includes installing a water-filled tube bearing a pore pressure sound at its lower end and said pore pressure sound bearing a filter through which the pore pressure in the soil is conveyed; lowering a measuring device down the tube and connecting it to the pore pressure sound; taking a reading which represents the pore pressure in the soil; disconnecting said measuring device from the pore water sound and then taking a reading which represents the water pressure in the tube; and calculating the pore pressure by comparison of the readings for the pore water pressure and the water pressure in the tube. A device for determining the pore water pressure is also provided.

Abstract: An improved method and apparatus are disclosed for determining the nature of soil layers by driving a sound carrying a pressure transducer continuously through the soil, measuring the transient pressure generated as the probe moves continuously and then correlating the transient pressure to soil type and condition.