title: ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð·Ð¾Ð»Ð¾ÑÐ»Ð°ÐºÐ¾Ð² Ð² Ð´Ð¾ÑÐ¾Ð¶Ð½Ð¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Secondary Production: Investigation of the Possibility of Using Ash Slag in Road Construction
Creators: name: ÐÐ°Ð±ÑÑÐ¸Ð½, Ð Ð¾Ð´Ð¸Ð¾Ð½
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2024
Subjects: Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð°Ñ Ð´Ð¾ÑÐ¾Ð³Ð°
ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ½Ð¾Ðµ Ð¼Ð¸Ð½ÐµÑÐ°Ð»ÑÐ½Ð¾Ðµ Ð²ÑÐ¶ÑÑÐµÐµ
ÑÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ðµ Ð³ÑÑÐ½ÑÐ¾Ð²
Ð·Ð¾Ð»Ð°-ÑÐ½Ð¾ÑÐ°
Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ
automobile road
complex mineral binder
soil stabilization
ash-deposit
strength

description: ÐÐ°Ð´Ð°ÑÐ¸, ÑÐµÑÐ°ÐµÐ¼ÑÐµ Ð² ÑÐ¾Ð´Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ: â¢ Ð¾ÑÐµÐ½ÐºÐ° Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð·Ð¾Ð»Ñ ÑÐ½Ð¾ÑÐ° Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ½Ð¾Ð³Ð¾ Ð¼Ð¸Ð½ÐµÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²ÑÐ¶ÑÑÐµÐ³Ð¾ Ð´Ð»Ñ ÑÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð³ÑÑÐ½ÑÐ°; â¢ Ð¿Ð¾Ð´Ð±Ð¾Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ°Ð²Ð° ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ½Ð¾Ð³Ð¾ Ð¼Ð¸Ð½ÐµÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²ÑÐ¶ÑÑÐµÐ³Ð¾; â¢ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ° Ð·Ð°Ð¿Ð°ÑÐ° Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð´Ð¾ÑÐ¾Ð¶Ð½Ð¾Ð¹ Ð¾Ð´ÐµÐ¶Ð´Ñ Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð¾Ð¹ Ð´Ð¾ÑÐ¾Ð³Ð¸, Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð½Ð¾Ð¹ Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸ ÑÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð³ÑÑÐ½ÑÐ° ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ½ÑÐ¼ Ð¼Ð¸Ð½ÐµÑÐ°Ð»ÑÐ½ÑÐ¼ Ð²ÑÐ¶ÑÑÐ¸Ð¼; â¢ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾Ð¹ ÑÑÐµÐ¼Ñ/ÐºÐ°ÑÑÑ ÑÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð³ÑÑÐ½ÑÐ¾Ð²; â¢ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¸ ÑÐºÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð° Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸ ÑÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð³ÑÑÐ½ÑÐ¾Ð². ÐÐ¾ Ð½Ð°ÑÐ°Ð»Ð° Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ Ð±ÑÐ»Ð¸ Ð²ÑÐ±ÑÐ°Ð½Ñ: â¢ ÑÐ°Ð¹Ð¾Ð½ Ð¿Ð¾ÑÐµÐ½ÑÐ¸Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð¾Ð¹ Ð´Ð¾ÑÐ¾Ð³Ð¸ â Ð³. ÐÑÐºÐ¾Ð² â¢ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ°Ñ ÐºÐ°ÑÐµÐ³Ð¾ÑÐ¸Ñ Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð¾Ð¹ Ð´Ð¾ÑÐ¾Ð³Ð¸ â IIIÂ  Ð ÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð¾Ð²Ð°Ð½Ñ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ Ð¿Ð¾ ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ñ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð½ÐµÐ±Ð»Ð°Ð³Ð¾Ð¿ÑÐ¸ÑÑÐ½ÑÑ ÑÐ°ÐºÑÐ¾ÑÐ¾Ð² Ð¿ÑÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ Ð½Ð° ÑÐºÐ¾Ð»Ð¾Ð³Ð¸Ñ ÑÐ°Ð¹Ð¾Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ°ÑÑÐºÐ° Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð¾Ð¹ Ð´Ð¾ÑÐ¾Ð³Ð¸. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ñ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ Ð¿Ð¾ Ð¾ÑÑÐ°Ð½Ðµ ÑÑÑÐ´Ð° Ð¸ ÑÐµÑÐ½Ð¸ÐºÐµ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸.
description: Tasks to be solved during the work: â¢ Assessment of the possibility of using ash-deposit as part of a complex mineral binder for soil stabilization; â¢ Selection of the optimal composition of the complex mineral binder; â¢ Determination of the safety factor of the pavement of a highway constructed using soil stabilization technology with a complex mineral binder; â¢ Development of a technological scheme/map for soil stabilization; â¢ Economic and environmental justification of the advantages of using soil stabilization technology. Before conducting the tests, the following were selected: â¢ The area for potential construction of the highway - Pskov city; â¢ Technical category of the automobile road - III. Recommended measures to reduce the impact of adverse factors on the environment during the construction of the highway section in the design area. Main measures for occupational health and safety are specified.