METHOD OF DETERMINING SOIL RESISTANCE AT LATERAL SURFACE AND POINT OF A PILE

摘要

the invention u043eu0442u043du043eu0441u0438u0442u0441u00a0 construction and can be used u0434u043bu00a0 u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 load bearing capacity of pile. to improve the accuracy of u0438u0437u043eu0431u0440u0435u0442u0435u043du0438u00a0 u00a0u0432u043bu00a0u0435u0442u0441u00a0 u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 by taking into account the natural u043du0430u043fu0440u00a0u0436u0435u043du043du043eu0433u043e u0441u043eu0441u0442u043eu00a0u043du0438u00a0 soil.u0434u043bu00a0 in natural soil in the field u0443u0441u043bu043eu0432u0438u00a0u0445 u0432u0434u0430u0432u043bu0438u0432u0430u044eu0442 probe array with simultaneous measurement of u0441u043eu043fu0440u043eu0442u0438u0432u043bu0435u043du0438u00a0 soil under cone probe and its side u043fu043eu0432u0435u0440u0445u043d guests, select sample of soil that are placed in the stand.to ground their vertical pressure with simultaneous ventilation in the same probe, which u0438u0441u043fu043eu043bu044cu0437u043eu0432u0430u043bu0441u00a0 u0443u0441u043bu043eu0432u0438u00a0u0445 in field, and the definition of u0441u043eu043fu0440u043eu0442u0438 u0432u043bu0435u043du0438u00a0 soil under cone probe. then the model of soil were horizontal normal u043du0430u043fu0440u00a0u0436u0435u043du0438u00a0 with simultaneous ventilation measurement probe and u0441u043eu043fu0440u043eu0442u0438u0432u043bu0435u043du0438u00a0 soil on its side by u0435u0440u0445u043du043eu0441u0442u0438.after that, the u0432u0434u0430u0432u043bu0438u0432u0430u044eu0442 timber off with it is stamped with the longitudinal cross section equal to the size of a u0441u0435u0447u0435u043du0438u00a0 full-scale pile with simultaneous measurement of u0441u043eu043fu0440u043eu0442u0438u0432u043bu0435u043du0438u0439 ground the one on the lateral surface of the pile and the edge of the stamp. the horizontal and vertical u043eu0431u0436u0430u0442u0438u00a0 samples of soil u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 until equality u0441u043eu043fu0440u043eu0442u0438u0432u043bu0435u043du0438u00a0 soil under cone probe and its side surface in the u043bu0430u0431u043eu0440u0430u0442 u043eu0440u043du044bu0445 and field u0443u0441u043bu043eu0432u0438u00a0u0445.