About the authors
First name, Middle name, Last name, Scientific degree, Scientific rank, Current position. Full and brief name of the organization, The organization address. | Khuziakhmetov R.A. – candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Nurieva D.M. – candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 |
Title of the article | Assessment of a condition of a slope of a ditch at the device of the pile bases |
Abstract. | Problem statement. The purpose of the study is to identify the causes of violation of town planning legislation that led to the collapse of the earthen slope of the excavation, the overturning of the pile-driving copra and the death of the machinist pile-driving copra. Results. The main results of a research consist in definition of stability of a slope of a soil when clogging reinforced concrete piles near a brow of a slope of an underlying ditch. Calculations are carried out with application of four known methods – Fellenius, Cray, Tertsagi, Chugayev. Loss of stability of a soil was caused by a disbalance of external and internal forces (presence of the construction equipment and the stored materials near a slope and sole weight of a soil). Calculations were carried out for six options of loading of earthen slope. The option at which there was a collapse of a slope explicitly is presented in article. Conclusions. The significance of the received results for the construction industry in need of multifold study of safety issues at all stages of life cycle of construction objects, since preparation of a design assignment, researches, projection, construction, operation, repair, reconstruction etc. |
Keywords. | traumatism, accident, ditch slope brow, stability of a slope, prism of collapse of a soil, engineering-geological conditions, pile-driving. |
For citations: | Khuziakhmetov R.A., Nurieva D.M. Assessment of a condition of a slope of a ditch at the device of the pile bases // Izvestiya KGASU. 2017. №3(41) P.232-242. |