title: Ð Ð°ÑÑÐµÑ ÑÐ¸ÑÑÐµÐ¼Ñ Â«ÐºÐ°Ð¼ÐµÐ½Ð½Ð¾-Ð½Ð°Ð±ÑÐ¾ÑÐ½Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ð° â Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸ÐµÂ» Ñ ÑÑÑÑÐ¾Ð¼ Ð½Ð°ÑÑÑÐ½ÑÑ Ð½Ð°Ð±Ð»ÑÐ´ÐµÐ½Ð¸Ð¹
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Calculation of the rock-fill dam foundation system including field observations
Creators: name: ÐÐ¾Ð»ÐºÐ¾Ð², ÐÐ²Ð³ÐµÐ½Ð¸Ð¹
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: 2022
Subjects: ÐÐ°ÑÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
ÐÐ»Ð¾ÑÐ¸Ð½Ñ ÐºÐ°Ð¼ÐµÐ½Ð½ÑÐµ Ð½Ð°Ð±ÑÐ¾ÑÐ½ÑÐµ
ÐºÐ¾Ð½ÑÑÐ¾Ð»ÑÐ½ÑÐ¹ ÑÑÐ²Ð¾Ñ
ÑÑÐ¾ÑÐ½ÐµÐ½Ð½ÑÐµ ÑÐ°ÑÑÐµÑÑ
control site
refined calculations

description: Ð¦ÐµÐ»Ð¸ ÑÐ°Ð±Ð¾ÑÑ: ÐÑÐµÐ½ÐºÐ° ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ ÐºÐ°Ð¼ÐµÐ½Ð½Ð¾-Ð½Ð°Ð±ÑÐ¾ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ Ð½Ð° ÐµÐµ ÑÑÐ°ÑÑÐºÐµ Ñ ÐÐ 11-74 Ð¿Ð¾ ÐÐ 28-66,4 Ñ ÑÑÐµÑÐ¾Ð¼ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð²Ð¾ Ð²ÑÐµÐ¼ÐµÐ½Ð¸ Ð¼ÐµÑÐ°Ð½Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº Ð³ÑÑÐ½ÑÐ¾Ð² Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ. ÐÐºÑÑÐ°Ð»ÑÐ½Ð¾ÑÑÑ ÑÐ°Ð±Ð¾ÑÑ: ÐÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÑ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð¾Ð±ÑÑÐ»Ð¾Ð²Ð»ÐµÐ½Ð° ÑÐµÐ¼, ÑÑÐ¾ Ð¿Ð¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð² ÐÐ Â«ÐÐÐÐÐ Ð¸Ð¼. Ð. Ð. ÐÐµÐ´ÐµÐ½ÐµÐµÐ²Ð°Â» Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð´Ð°Ð½Ð½ÑÑ Ð½Ð°ÑÑÑÐ½ÑÑ Ð½Ð°Ð±Ð»ÑÐ´ÐµÐ½Ð¸Ð¹ Ð±ÑÐ»Ð¸ Ð²ÑÑÐ²Ð»ÐµÐ½Ñ Ð¿ÑÐ¾Ð³ÑÐµÑÑÐ¸ÑÑÑÑÐ¸Ðµ Ð²Ð¾ Ð²ÑÐµÐ¼ÐµÐ½Ð¸ Ð¾ÑÐ°Ð´ÐºÐ¸ Ð¸ Ð³Ð¾ÑÐ¸Ð·Ð¾Ð½ÑÐ°Ð»ÑÐ½ÑÐµ ÑÐ¼ÐµÑÐµÐ½Ð¸Ñ Ð¿Ð¾Ð²ÐµÑÑÐ½Ð¾ÑÑÐ½ÑÑ Ð³ÐµÐ¾Ð´ÐµÐ·Ð¸ÑÐµÑÐºÐ¸Ñ Ð¼Ð°ÑÐ¾Ðº. ÐÐ°ÑÑÐ½Ð°Ñ Ð½Ð¾Ð²Ð¸Ð·Ð½Ð°: ÐÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÑ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ¾Ð² Ð´Ð»Ñ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° Ð²ÑÐµÑ ÑÑÐ°Ð¿Ð°Ñ ÐµÐ³Ð¾ ÑÐ°Ð±Ð¾ÑÑ, Ð° ÑÐ°ÐºÐ¶Ðµ ÐºÐ°Ð»Ð¸Ð±ÑÐ¾Ð²ÐºÐ° Ð¼ÐµÑÐ°Ð½Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº Ð³ÑÑÐ½ÑÐ° Ð¾ÑÐ½Ð¾Ð²ÑÐ²Ð°ÑÑÑ Ð½Ð° Ð¼Ð°ÑÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÑÑ Ð¼ÐµÐ¶Ð´Ñ Ð´Ð°Ð½Ð½ÑÑ Ð³ÐµÐ¾Ð´ÐµÐ·Ð¸ÑÐµÑÐºÐ¾Ð¹ ÐÐÐ Ð¸ Ð¼ÐµÑÐ°Ð½Ð¸ÑÐµÑÐºÐ¸Ð¼Ð¸ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ°Ð¼Ð¸ Ð³ÑÑÐ½ÑÐ¾Ð². ÐÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ°Ñ Ð·Ð½Ð°ÑÐ¸Ð¼Ð¾ÑÑÑ: Ð ÐµÑÐµÐ½Ð¸Ñ, Ð¼ÐµÑÐ¾Ð´Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ, Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ Ð²ÑÐ¾Ð´Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ, Ð¼Ð¾Ð³ÑÑ Ð±ÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ñ Ð½Ð° Ð¾Ð±ÑÐµÐºÑÐ°Ñ Ð°Ð½Ð°Ð»Ð¾Ð³Ð°Ñ Ð´Ð»Ñ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð¸Ñ ÐºÐ°ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹. ÐÐ±ÑÐµÐºÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: ÐºÐ°Ð¼ÐµÐ½Ð½Ð¾-Ð½Ð°Ð±ÑÐ¾ÑÐ½Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ð°. ÐÑÐ½Ð¾Ð²Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ: -Â Ð¡ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¸Ð¼ÐµÑÑÐ¸ÑÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ Ð¾ÑÐ´ÐµÐ»ÑÐ½Ð¾ÑÑÐµÐ¹ ÐºÐ°Ð¼ÐµÐ½Ð½Ð¾Ð¹ Ð½Ð°Ð±ÑÐ¾ÑÐºÐ¸, Ð° ÑÐ°ÐºÐ¶Ðµ Ð´Ð°Ð½Ð½ÑÑ Ð½Ð°ÑÑÑÐ½ÑÑ Ð½Ð°Ð±Ð»ÑÐ´ÐµÐ½Ð¸Ð¹ Ð¿Ð¾ Ð¿Ð»Ð¸ÑÐ°Ð¼-Ð¼Ð°ÑÐºÐ°Ð¼, Ð±ÑÐ»Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¥ÑÐºÐ°-ÐÑÐ°ÑÐ½Ð°, ÐºÐ¾ÑÐ¾ÑÐ°Ñ Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÐµÑ Ð½Ð°Ð¸Ð»ÑÑÑÐ¸Ð¼ Ð¾Ð±ÑÐ°Ð·Ð¾Ð¼ ÑÑÐ¸ÑÑÐ²Ð°ÑÑ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ½ÑÐµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸ ÐºÐ°Ð¼ÐµÐ½Ð½Ð¾Ð¹ Ð½Ð°Ð±ÑÐ¾ÑÐºÐ¸. ÐÐ¸ Ð² Ð¾Ð´Ð½Ð¾Ð¼ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¼ ÑÐµÑÐµÐ½Ð¸Ð¸ ÑÐ°ÑÑÐµÑÐ½ÑÐµ Ð¼Ð°ÐºÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÐµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½ÑÑ ÑÐ¶Ð¸Ð¼Ð°ÑÑÐ¸Ñ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð² Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ Ð´Ð¸Ð°ÑÑÐ°Ð³Ð¼Ðµ ÐÐÐ Ð½Ðµ Ð¿ÑÐµÐ²ÑÑÐ°ÑÑ ÑÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ. -Â ÐÐ° Ð²ÑÐµÐ¼ Ð¿ÑÐ¾ÑÑÐ¶ÐµÐ½Ð¸Ð¸ ÐºÐ°Ð¼ÐµÐ½Ð½Ð¾-Ð½Ð°Ð±ÑÐ¾ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ ÐµÐµ Ð¾ÑÐºÐ¾ÑÐ¾Ð² ÑÑÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾ Ð¿ÑÐµÐ²ÑÑÐ°ÐµÑ ÑÑÐµÐ±ÑÐµÐ¼ÑÐµ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¼Ð¸ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼Ð¸ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ. -Â ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð±ÑÐ»Ð¾ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð¾, ÑÑÐ¾ Ð¿Ð¾Ð»Ð½Ð¾Ðµ Ð¸ÑÐºÐ»ÑÑÐµÐ½Ð¸Ðµ Ð¸Ð· ÑÐ°Ð±Ð¾ÑÑ ÑÐµÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ Ð·Ð°Ð²ÐµÑÑ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ Ð¿ÑÐ°Ð²Ð¾Ð±ÐµÑÐµÐ¶Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¸Ð¼ÑÐºÐ°Ð½Ð¸Ñ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¸ Ð½Ðµ ÑÐºÐ°Ð·ÑÐ²Ð°ÐµÑÑÑ Ð½Ð° ÑÐ°ÑÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ð¸ Ð½Ð°Ð¿Ð¾ÑÐ¾Ð² Ð² Ð½ÐµÐ¼. ÐÐ°Ð½Ð½Ð¾Ðµ Ð¾Ð±ÑÑÐ¾ÑÑÐµÐ»ÑÑÑÐ²Ð¾ Ð¼Ð¾Ð¶ÐµÑ Ð±ÑÑÑ ÑÐ²ÑÐ·Ð°Ð½Ð¾ Ñ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐ¾ÑÐ½Ð¾Ð¹ Ð¸Ð·ÑÑÐµÐ½Ð½Ð¾ÑÑÑÑ Ð³ÐµÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÑÑÐ¾ÐµÐ½Ð¸Ñ Ð¿ÑÐ°Ð²Ð¾Ð±ÐµÑÐµÐ¶Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¸Ð¼ÑÐºÐ°Ð½Ð¸Ñ, Ð² ÐºÐ¾ÑÐ¾ÑÐ¾Ð¼ Ð¼Ð¾Ð³ÑÑ Ð¿ÑÐ¸ÑÑÑÑÑÐ²Ð¾Ð²Ð°ÑÑ ÑÑÐµÑÐ¸Ð½Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½Ð¾Ð¹ Ð½Ð°Ð¿ÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾ÑÑÐ¸. ÐÐ»Ñ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ñ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ ÐºÑÐ¸ÑÐµÑÐ¸ÐµÐ² Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸ Ð¿Ð¾ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð½Ð¸ÑÐ¼ Ð¿ÑÐµÐ·Ð¾Ð¼ÐµÑÑÐ¾Ð², ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð½ÑÑ Ð² Ð¿ÑÐ°Ð²Ð¾Ð±ÐµÑÐµÐ¶Ð½Ð¾Ð¼ Ð¿ÑÐ¸Ð¼ÑÐºÐ°Ð½Ð¸Ð¸, ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´ÑÐµÑÑÑ Ð²ÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ ÑÐ°Ð±Ð¾ÑÑ Ð¿Ð¾ Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ñ ÐµÐ³Ð¾ Ð³ÐµÐ¾ÑÑÑÑÐºÑÑÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸. ÐÑÑÐµÑ Ð²ÐºÐ»ÑÑÐ°ÐµÑ Ð² ÑÐµÐ±Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ñ ÑÐ°Ð±Ð¾Ñ: -Â Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÐºÐ°Ð»Ð¸Ð±ÑÐ¾Ð²ÐºÐ¸ Ð¿ÑÐ¾Ð³Ð½Ð¾Ð·Ð½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ Ñ ÑÑÐµÑÐ¾Ð¼ Ð´Ð°Ð½Ð½ÑÑ Ð½Ð°ÑÑÑÐ½ÑÑ Ð½Ð°Ð±Ð»ÑÐ´ÐµÐ½Ð¸Ð¹ Ð½Ð° 2020 Ð³.; -Â ÐÐ¿Ð¸ÑÐ°Ð½Ð¸Ðµ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð¸ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÑÐ¾ÑÐ½ÐµÐ½Ð½ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² ÐÐÐ¡, Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð¸ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ ÐºÐ°Ð¼ÐµÐ½Ð½Ð¾-Ð½Ð°Ð±ÑÐ¾ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¾ÑÐºÐ°Ð»Ð¸Ð±ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ ÐÐ¢Ð¡ Ð¿ÑÐ¸ ÑÐ°Ð±Ð¾ÑÐµ Ð² Ð¿ÑÐ¾ÐµÐºÑÐ½ÑÑ Ð¾ÑÐ¼ÐµÑÐºÐ°Ñ Ð£ÐÐ 207.00 â208.00 Ð¼; -Â ÐÐ¿Ð¸ÑÐ°Ð½Ð¸Ðµ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð¾Ð¹ Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð´Ð²ÑÑÐ¼ÐµÑÐ½Ð¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¼Ð°ÑÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ð¹ ÐºÐ¾Ð½ÐµÑÐ½Ð¾-ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ ÑÐ¸ÑÑÐµÐ¼Ñ ÐºÐ°Ð¼ÐµÐ½Ð½Ð¾-Ð½Ð°Ð±ÑÐ¾ÑÐ½Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ð° â Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð² ÑÑÐµÑÐ¼ÐµÑÐ½Ð¾Ð¹ Ð¿Ð¾ÑÑÐ°Ð½Ð¾Ð²ÐºÐµ.
description: Objectives of the work: the work was carried out in order to assess the current state of the rockfill dam. Relevance of the work: The need for this work is due to the fact that, according to the results of the work carried out at JSC "VNIIG them. B. E. Vedeneevâ analysis of natural data, precipitations progressing in time and horizontal prerequisites for the occurrence of geodesic sources were revealed. Scientific novelty: The use of modern software systems for modeling the behavior of a structure at all stages of its operation, as well as the calibration of the mechanical characteristics of the soil based on mathematical dependencies between the data of the geodetic KIA and the mechanical characteristics of soils. Practical significance: Solutions, methods, as well as the results obtained during the execution of the work can be applied to analogous objects to obtain a qualitative and quantitative analysis of structures. Object of study: rockfill dam.Main results: -Â Using the available test results of rockfill units, as well as data from field observations on slabs-brands, the parameters of the Hook-Brown model were obtained, which makes it possible to best consider the strength characteristics of rockfill. In none of the calculated sections, the calculated maximum values of vertical compressive stresses in the asphalt concrete diaphragm of the CNP exceed the established limit value. -Â Throughout the entire length of the rockfill dam, the stability of its slopes significantly exceeds the values required by regulatory documents. -Â According to the results of calculations, it was found that the complete exclusion of the grout curtain from the work in the area of the right-bank junction has practically no effect on the pressure distribution in it. This circumstance may be due to insufficient knowledge of the geological structure of the right-bank junction, in which cracks of various directions may be present. To ensure the possibility of a reasonable assignment of safety criteria based on the readings of piezometers located in the right-bank junction, it is recommended to carry out work on building its geostructural model.The report includes the results of the following works: -Â Results of the calibration of predictive models considering field observation data for 2020; -Â Description of the methodology and results of updated calculations of SSS, strength and stability of a rockfill dam using calibrated models, considering the actual state of the hydraulic structures when operating at design elevations UVB 207.00Â âÂ 208.00 m; -Â Description of the mathematical finite-element design model of the rock-fill dam - foundation system developed on the basis of the results of two-dimensional modeling in three-dimensional formulation.