1.method u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 and reliability of u043fu043eu0432u044bu0448u0435u043du0438u00a0, including engineering geological survey of repose, the benchmark system u0434u043bu00a0 u043du0430u0431u043bu044eu0434u0435u043du0438u00a0u043cu0438 for defoe u0440u043cu0430u0446u0438u00a0u043cu0438 repose, repose in the process and the strengthening of its exploitation and u0432u043eu0437u0432u0435u0434u0435u043du0438u00a0 by u0430u0440u043cu0438u0440u043eu0432u0430u043du0438u00a0 u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 soil, so that, with a view to u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability and u0443u043cu0435u043du044cu0448u0435u043du0438u00a0 labour intensive workson the u043eu0442u043au043eu0441u0430u0445 with angle to the horizon 1 engineering geological survey of repose and the u043fu043eu043bu043eu0436u0435u043du0438u00a0 surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 repose depth u043fu0440u043eu0438u0437u0432u043eu0434u00a0 t by u0437u043eu043du0434u0438u0440u043eu0432u0430u043du0438u00a0 soil repose using a manual probe, such as a probe u0440u0437u0433 - "russian probe.by u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 from u0437u043eu043du0434u0438u0440u043eu0432u0430u043du0438u00a0 minimum values Pmin resistance soil sensing in each well u0437u043eu043du0434u0438u0440u043eu0432u0430u043du0438u00a0 located u043fu0440u0438u043cu0435u0440u043d in the range of u043fu0435u0440u043fu0435u043du0434u0438u043au0443u043bu00a0u0440u043du043eu043cu0443 wing repose and the sole, and the volatility of u043fu043eu043bu043eu0436u0435u043du0438u00a0 values Pmin depth u0434u043bu00a0 the surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 u043eu043fu0440u0435u0434u0435u043bu00a0u044eu0442 formula;where hmax and hmin respectively maximum and minimum value of the u043fu043eu043bu043eu0436u0435u043du0438u00a0 Pmin in range u0434u043bu00a0 repose the surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 repose, however, if cutting u0443u043bu044cu0442u0430u0442u0430u043c u0437u043eu043du0434u0438u0440u043eu0432u0430u043du0438u00a0 soil repose u043fu0440u0438u043du00a0u0442u043e decided on the necessity of watching him u0434u0435u0444u043eu0440u043cu0430u0446u0438u00a0u043cu0438, a u0440u0435u043fu0435u0440u043du0443u044e system of u0437u0430u0431u0438u0432u043du044bu0445 elements u043du0430u043fu0440u0438u043c ep reinforcing rods, u0441u043eu0441u0442u043eu00a0u0449u0443u044e of u0440u0435u043fu0435u0440u043eu0432 and marksin this u0437u0430u0431u0438u0432u043du044bu0435 u0440u0435u043fu0435u0440u043eu0432 elements located on the u043eu0442u043au043eu0441u0435 on depth h, u043eu043fu0440u0435u0434u0435u043bu00a0u0435u043cu0443u044e formula;where hu043f - depth u043fu043eu043bu043eu0436u0435u043du0438u00a0 surface soil u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 repose in place driving element of reference frame, below which the soil can be considered stationary, with u0437u0430u0431u0438u0432u043du044bu0435 al u0435u043cu0435u043du0442u044b marks have the u043eu0442u043au043eu0441u0435 and when there are several surfaces u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 depth h2 of these elements in the soil u043eu043fu0440u0435u0434u0435u043bu00a0u0435u0442u0441u00a0 u0434u043bu00a0 closest to repose the surface of the surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 repose formula;where is the nearest to the surface of hu043f1 u0440u0430u0441u043fu043eu043bu043eu0436u0435u043du0438u00a0 repose surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 place driving element of brand, and u0434u043bu00a0 deeper surfaces u0441u043au043eu043bu044cu0436u0435 u043du0438u00a0 driving element in soil in place of repose depth h2, the depth of u043eu043fu0440u0435u0434u0435u043bu00a0u0435u0442u0441u00a0 formula;where hu043fi - depth u043fu043eu043bu043eu0436u0435u043du0438u00a0 previous smaller surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 soil repose; hu043fi + 1 is the next deeper surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 u043fu043eu043bu043eu0436u0435u043du0438u00a0 soil repose in place driving element stamps, with u0440u0430u0441u0441u0442u043eu00a0u043du0438u0435 1 between u0437u0430u0431u0438u0432u043du044bu043cu0438 elements u0440u0435u043fu0435u0440u043eu0432 and marks u043eu043fu0440u0435u0434u0435u043bu00a0u0435u0442u0441u00a0 formula;where d is the diameter or the size of a u0441u0435u0447u0435u043du0438u00a0 related, facing each other by these parties, and the diameters u0437u0430u0431u0438u0432u043du044bu0445 elements with ra u0441u0442u043eu00a0u043du0438u0435 between u0440u0435u043fu0435u0440u0430u043cu0438 and brands u0438u0437u043cu0435u0440u00a0u044eu0442 roulette, for example, a laser, and, if the engineering geological research and the ground sensing u0442u0430u0442u0430u043c observation u0434u0435u0444u043eu0440u043cu0430u0446u0438u00a0u043cu0438 repose decide to strengthen it.there are elements in the soil repose depth h3, u043eu043fu0440u0435u0434u0435u043bu00a0u0435u043cu0443u044e formula;where hu043f - depth u043fu043eu043bu043eu0436u0435u043du0438u00a0 surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 repose in the place of these elements below which the repose is stationary, the u0437u0430u0431u0438u0432u043du044bu0435 element you have to u043eu0442u043au043eu0441u0435 free scheme, u043eu043fu0440u0435u0434u0435u043bu00a0u0435u043cu043eu0439 calculation and u0443u0441u043bu043eu0432u0438u00a0u043cu0438 u043fu0440u043eu0435u043au0442u0438u0440u043eu0432u0430u043du0438u00a0, for example, in chess u043fu043eu0440u00a0u0434u043au0435 and before an u0437u0430u0431u0438u0432u043au043eu0439 element u043bu0430u0434u044bu0432u0430u044eu0442 on the ground and by the end of thewhich will lower the u0437u0430u0431u0438u0432u043au0435 element in soil, it's hard u0437u0430u043au0440u0435u043fu043bu00a0u044eu0442 the, and at the other end, the upper and u0437u0430u0431u0438u0432u043au0435 element into the soil, the wear ring hammer at u044bu043fu043eu043bu043du0435u043du043du044bu0439 u0446u0435u043bu0438u043au043eu0432u044bu043c with possibility of free u043fu0435u0440u0435u043cu0435u0449u0435u043du0438u00a0 on u0437u0430u0431u0438u0432u043du043eu0433u043e element on the lateral surface of the ring hammer are pa u0440u0430u043bu043bu0435u043bu044cu043du043e its longitudinal axis of symmetry (p - metaphorically penfor example, four and u0438u043cu0435u0435u0442u0441u00a0 one or more cutting radial u043eu0442u0432u0435u0440u0441u0442u0438u00a0 threaded u0434u043bu00a0 locking bolts, then working for the pens p - creative form u043fu043eu0434u043du0438u043cu0430 by the hammer with the located inside u0437u0430u0431u0438u0432u043du044bu043c element in vertical or oblique position above the point of driving.after working for the pens p - creative form to raise the hammer on the u0437u0430u0431u0438u0432u043du043eu0433u043e element up and then u043fu0440u0438u0434u0430u0432u0430u00a0 hand accelerating further e to the acceleration of free u043fu0430u0434u0435u043du0438u00a0 pushes him down, u0443u0434u0430u0440u00a0u00a0 on u0431u043eu0439u043au0443, after which the hammer again stir up and force u0443u0434u0430u0440u00a0u044eu0442 on u0431u043eu0439u043au0443 and so on.to u043fu043eu0433u0440u0443u0436u0435u043du0438u00a0 u0437u0430u0431u0438u0432u043du043eu0433u043e element at the depth at which the u043eu043au0430u0436u0435u0442u0441u00a0 near the ground surface, after which the ring hammer raise at a height on the tooth u0438u0432u043du043eu043cu0443 element and u0437u0430u043au0440u0435u043fu043bu00a0u044eu0442 at this altitude shut-off bolt, then the u043eu0442u043au0440u0435u043fu043bu00a0u044eu0442 and move it up the u0437u0430u0431u0438u0432u043du043eu043cu0443 element at the right height and u0437u0430u043au0440u0435u043fu043bu00a0u044eu0442 fight at this altitude.a locking bolt u043eu0442u043au0440u0435u043fu043bu00a0u044eu0442 and oppose to the u0437u0430u0431u0438u0432u043au0435 element with circular hammer at greater depth and so on.prior to immersion u0437u0430u0431u0438u0432u043du043eu0433u043e element in soil to the required depth, the u043eu0442u043au043eu0441u0430u0445 with angle to the horizon 10 soil repose before u0437u0430u0431u0438u0432u043au043eu0439 element u0443u0441u0442u0430u043du0430u0432u043b u0438u0432u0430u044eu0442 platform, creative form with a horizontal and u0434u043bu00a0 working, with a vertical element of the platform is in the direction of u0431u0440u043eu0432 images kee repose,a long - to the soles and after installation on the slope vertical elements in soil u0432u0434u0430u0432u043bu0438u0432u0430u044eu0442 repose.;2. method u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability of on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, u0434u043bu00a0 u0437u0430u0431u0438u0432u043du043eu0433u043e u0441u0442u0435u0440u0436u043du00a0 protection from corrosion and u043fu043eu0432u044bu0448u0435u043du0438u00a0 his load in the horizontal and vertical loads u0437u0430u0431u0438u0432u043du043eu0439 element m maybe be implemented with u0443u0448u0438u0440u0435u043du0438u0435u043c lower, u0437u0430u0431u0438u0432u0430u0435u043cu043eu043c in substrate, the end, and u043eu0431u0440u0430u0437u043eu0432u0430u0432u0448u0438u0439u0441u00a0 in u0437u0430u0431u0438u0432u043au0435 in the clearance between the side surface of the u0437u0430u0431u0438u0432u043du043eu0433u043e element and ground in the u0442u0432u0435u0440u0434u0435u044eu0449u0438u043c in time withfor example, the cement in the process of driving element or after it.;3. method u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 and u043fu043eu0432u044bu0448u0435u043du0438u00a0 on reliability of 1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 what mr. metaphorically platform may be implemented u0441u0432u0430u0440u043du044bu043cu0438 and u0440u0435u0448u0435u0442u0447u0430u0442u044bu043cu0438 of reinforcement 100 lee.;4. method u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 and u043fu043eu0432u044bu0448u0435u043du0438u00a0 on reliability of u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the u0442u043eu0440u0446u0430u0445 circular hammer can be implemented u043eu0442u0432u0435u0440u0441u0442u0438u00a0 (u0443u0433u043bu0443u0431u043bu0435u043du0438u00a0) u0434u043bu00a0 u043fu043eu0434u043fu043eu0440u043e to u0434u043bu00a0 insurance its fixation at a given height, the working u0434u043bu00a0 insurance may retain the hammer as a bolt on the high shut-off the u0437u0430u0431u0438u0432u043du043eu0433u043e element.;5. method u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability of on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, circular axial hole hammer and u043eu0442u0432u0435u0440u0441u0442u0438u00a0 by u0434u0432u0443u043cu00a0 symmetrically located rigid plates with the firing pin, the joint bolt ami, through cross cutting u043eu0442u0432u0435u0440u0441u0442u0438u00a0 them with bolts at the end may be in the form of a u0441u0435u0447u0435u043du0438u00a0 close to form a u0441u0435u0447u0435u043du0438u00a0, u0437u0430u0431u0438u0432u0430u0435u043cu043eu0433u043e in soil elementwhat on the outer surface of one of the rigid symmetrical plates firing pin u043eu0442u0432u0435u0440u0441u0442u0438u00a0 u0434u043bu00a0 bolts can be implemented with the deepening of u0434u043bu00a0 head bolt close to no m in size and shape.;6. method u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 and u043fu043eu0432u044bu0448u0435u043du0438u00a0 on reliability of u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the axial hole ring hammer can be implemented with different transversal se u0447u0435u043du0438u00a0 height, with the u0440u0430u0441u0441u0442u043eu00a0u043du0438u0438 u from the log gets rid of the hammer, it has a bigger diameter than in the middle part, and the value of u can be defined by the formula;where h is the height of ring hammer.;7. method u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability of on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, after u0437u043eu043du0434u0438u0440u043eu0432u0430u043du0438u00a0 soil repose and u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 u043fu043eu043bu043eu0436u0435u043du0438u00a0 surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 repose depth can be performed drilling wells on the u043eu0442u043au043eu0441u0435 with targeted sampling of soil u043du0435u043du0430u0440u0443u0448u0435u043du043du043eu0439 structures in the array and in the level of the surface of u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 repose, followed by the definition of the mechanical the soil properties in the laboratory.;8. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 that, in the u0432u0434u0430u0432u043bu0438u0432u0430u043du0438u0438 needle probe into the soil through the hole in the support u043fu00a0u0442u0435 on the supporting u043fu00a0u0442u0443 may be accompanied by a vertically downward force q, e.g. imer, in the form of a weight of a person or to a u0430u043du043au0435u0440u043eu0432u043au043eu0439 u043fu00a0u0442u044b soil in u0430u043du043au0435u0440u0430u043cu0438, for example, in the form of a hammered into the soil through the u043eu0442u0432u0435u0440u0441u0442u0438u00a0 in a u043fu00a0u0442u0435,u0441u0442u0435u0440u0436u043du00a0u043cu0438 with u0448u043bu00a0u043fu043au0430u043cu0438 and keep soil from the surface to a depth of u0432u044bu043fu043eu0440u0430 u043fu043eu0433u0440u0443u0436u0435u043du0438u00a0 an probe into the soil, the strength q can be defined lena's formula;where n is the maximum value of the force u0432u044bu043fu043eu0440u0430 soil on the surface by dipping an probe into the soil, and the diameter d1 u043eu0442u0432u0435u0440u0441u0442u0438u00a0 inside a u043fu00a0u0442u044b u0434u043bu00a0 nak u043eu043du0435u0447u043du0438u043au0430 probe can be defined by the formula;where d is the diameter or the size of the diagonal u043eu0441u043du043eu0432u0430u043du0438u00a0 u043au043eu043du0438u0447u0435u0441u043au043eu0433u043e or u043fu0438u0440u0430u043cu0438u0434u0430u043bu044cu043du043eu0433u043e needle probe, and u043eu043fu043eu0440u043du0430u00a0 u043fu00a0u0442u0430 may take the form of circle, u043fu0440u00a0u043cu043eu0443u0433u043eu043bu044cu043du0438u043au0430 and so on, and the minimum u0440u0430u0441u0441u0442u043eu00a0u043du0438u0435 m from the axis in a u043eu0442u0432u0435u0440u0441u0442u0438u00a0 u043fu00a0u0442u0435 to external u043au0440u0430u00a0 a u043fu00a0u0442u044b can be defined by the formula;m / D1,05.;9. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the length of m u043eu0431u044au0435u0434u0438u043du00a0u044eu0449u0435u0439 struts coupling probe may exceed the joint length of n threads two joint rods of the probe and u043eu043fu0440u0435u0434u0435u043bu00a0u0435u043cu044bu0445 formula;10. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, u0441u043fu0435u0446u043cu0443u0444u0442u0430, u043eu0431u044au0435u0434u0438u043du00a0u044eu0449u0430u00a0 struts probe point of impact hammer can be accomplished with the centre u043eu0442u0432u0435u0440u0441u0442u0438u00a0u043cu0438 (u0443u0433u043bu0443u0431u043bu0435u043du0438u00a0u043cu0438) on its end faces under the struts zo yeah, and a transverse partition in the middle, and it can be implemented in the form of two u0443u0441u0435u0447u0435u043du043du044bu0445 cones, united between upper lower u043eu0441u043du043eu0432u0430u043du0438u00a0u043cu0438, and the more the u00a0u0432u043bu00a0u0435u0442u0441u00a0 u0442u043eu0440u0446u0430u043cu0438 u0441u043fu0435u0446u043cu0443u0444u0442u044b.;11. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, on the lateral surface of the u0441u043fu0435u0446u043cu0443u0444u0442u044b can be fastened, for example, a groove rod, a joint u0445u043eu043cu0443u0442u043eu043c parallel rod with derivative full parallel u043fu0435u0440u0435u043cu0435u0449u0435u043du0438u00a0, while at the end of the parallel u0441u0442u0435u0440u0436u043du00a0 installed, for example, a groove type reflector u0434u043bu00a0 laser roulette, with u043fu0430u0440u0430u043bu043b u0435u043bu044cu043du044bu0439 rod can be fixed the engine bolt.installed on the groove in the nozzle ring.;12. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that u043bu0430u0437u0435u0440u043du0430u00a0 roulette can be strengthened, for example, in the carving on the web by the vertically near the probe, and u043bu0430u0437u0435u0440u043du0430u00a0 roulette u0440u0430u0441u043fu043eu043bu0430u0433u0430u0435u0442u0441u00a0 above brand - u043eu0442u0440u0430u0436u0430u0442u0435u043bu00a0 on u0440u0430u0441u0441u0442u043eu00a0u043du0438u0438, regulated by the technical data of laser roulette and u0441u043bu043eu0432u0438u00a0u043cu0438 production works.;13. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the lateral surface of the connectors, u043eu0431u044au0435u0434u0438u043du00a0u044eu0449u0438u0445 struts may be vertical u0440u0435u0431u0440 probe as well.;14. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the faceplate openings may be located u0441u043fu0435u0446u043cu0443u0444u0442u044b elastic gaskets, such as measures u0434u0435u0440u0435u0432u00a0u043du043du044bu0435.;15. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that a reference frame of the u0437u0430u0431u0438u0432u043du044bu0445 elements on the railway embankment can be arranged at the bro. u0432u043au0438 repose, and the rapper in the u043cu0435u0436u0434u0443u043fu0443u0442u044cu0435.;16. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, however, that during the construction of embankment u0440u0430u0437u0440u044bu0445u043bu0435u043du043du0430u00a0 zone on the surface of the u043fu0440u0438u043bu0435u0433u0430u044eu0449u0430u00a0 repose, u043eu0431u0440u0430u0437u043eu0432u0430u0432u0448u0430u00a0u0441u00a0 for technological reasons, as well as the area of u0442u0438u00a0 u0432u0435u0440u043eu00a0u0442u043du043eu0439 surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 repose, which may be the cause of the deformation in the process of exploitation, can be blocked u0430u0440u043cu0438u0440u0443u044eu0449u0438u043c material nap remer u0430u0440u043cu0430u0442u0443u0440u043du044bu043cu0438 netsthe width of the zone u043fu0435u0440u0435u043au0440u044bu0442u0438u00a0 s can be defined by the formula;where l is the width of the zone of u043du0435u0443u043fu043bu043eu0442u043du0435u043du043du043eu0433u043e soil repose, u043fu0440u0438u043bu0435u0433u0430u044eu0449u0430u00a0 to its surface or from the surface of u0440u0430u0441u0441u0442u043eu00a0u043du0438u0435 repose to the potential surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0, preach eat reinforcement soil repose u0432u044bu043fu043eu043bu043du00a0u044eu0442 u043fu043eu0441u043bu043eu0439u043du043e as his u0432u043eu0437u0432u0435u0434u0435u043du0438u00a0.;17. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the platform, creative forms can be executed by a lattice of reinforcing steel.;18. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0, u0440u0430u0441u0441u0442u043eu00a0u043du0438u0435 between u0437u0430u0431u0438u0432u043du044bu043cu0438 elements u0443u043au0440u0435u043fu043bu00a0u044eu0449u0438u043cu0438 slope may be determined on the basis of u0440u0430u0432u043du043eu0432u0435u0441u0438u00a0 forces u0440u0430u0441u043au043bu0438u043du0438u0432u0430u043du0438u00a0 soil repose, afl u0435u0434u0441u0442u0432u0438u0435 his u0434u0438u043bu0430u0442u0435u043du0441u0438u0438 and directed vertically upwards and weight of soil repose, as well as other forces u043fu0440u0435u043fu00a0u0442u0441u0442u0432u0443u044eu0449u0438u0445 recovery of soil, for example u0442u0440u0435u043du0438u00a0 on lateral forces on the u0432u0435u0440u0445u043du043eu0441u0442u0438 u0437u0430u0431u0438u0432u043du043eu0433u043e elementu0437u0430u043au0440u0435u043fu043bu00a0u0435u043cu043eu0439 located above the surface u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 and which can be defined by the formula;where is the specific weight of soil, which is located above the surface u0437u0430u043au0440u0435u043fu043bu00a0u0435u043cu043eu0439 u0441u043au043eu043bu044cu0436u0435u043du0438u00a0 repose depth hu043f; f is the area of repose, u0437u0430u043au0440u0435u043fu043bu00a0u0435u043cu0430u00a0 u0437u0430u0431u0438u0432u043du044cu043cu0438 elements in u043du0438u043cu0430u0435u043cu0430u00a0 equal 1 m2; s forces, u043fu0440u0435u043fu00a0u0442u0441u0442u0432u0443u044eu0449u0438u0435 u0440u0430u0441u043au043bu0438u043du0438u0432u0430u043du0438u044e soil repose in the u0434u0438u043bu0430u0442u0435u043du0441u0438u0438 1 m2.for example, the forces on the lateral surface of the element u0442u0440u0435u043du0438u00a0 soil; non power u0440u0430u0441u043au043bu0438u043du0438u0432u0430u043du0438u00a0 soil repose in the u0434u0438u043bu0430u0442u0435u043du0441u0438u0438 per 1 square meter of soil repose, with 1 m2 square repose in his u043eu0440u0442u043eu0433u043eu043du0430u043bu044cu043du043eu0439 projection.;19. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the cross-section pipes, u043eu0431u044au0435u0434u0438u043du00a0u044eu0449u0438u0445 struts of the probe may be in the form of a square or a m u043du043eu0433u043eu0443u0433u043eu043bu044cu043du0438u043au0430.;20. method and u043fu043eu0432u044bu0448u0435u043du0438u00a0 reliability u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 repose on u043eu0442u043bu0438u0447u0430u044eu0449u0438u0439u0441u00a0 1, so that the tip of the probe may have a diameter u043eu0441u043du043eu0432u0430u043du0438u00a0 cone or the size of the u0434u0438u0430u0433u043eu043du0430 if u043eu0441u043du043eu0432u0430u043du0438u00a0 pyramid, a greater diameter or the size of a u0441u0435u0447u0435u043du0438u00a0 connectors, u043eu0431u044au0435u0434u0438u043du00a0u044eu0449u0435u0439 struts of the probe.
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