title: ÐÐµÑÐ¾Ð´Ñ Ð½ÐµÑÐ°Ð·ÑÑÑÐ°ÑÑÐµÐ³Ð¾ ÐºÐ¾Ð½ÑÑÐ¾Ð»Ñ Ð±ÐµÑÐ¾Ð½Ð° Ð² ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ
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: Non-destructive in-situ concrete testing in different temprature conditions
Creators: name: Ð¡ÐµÐ²ÐµÑ, ÐÐ»Ð¸
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: 2018
Subjects: ÐÐµÑÐ¾Ð½
Ð¼ÐµÑÐ¾Ð´Ñ Ð½ÐµÑÐ°Ð·ÑÑÑÐ°ÑÑÐµÐ³Ð¾ ÐºÐ¾Ð½ÑÑÐ¾Ð»Ñ
ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½ÑÐµ ÑÑÐ»Ð¾Ð²Ð¸Ñ

description: ÐÐ°Ð½Ð½ÑÐµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ Ð´Ð»Ñ Ð¿Ð¾Ð´ÑÐ²ÐµÑÐ¶Ð´ÐµÐ½Ð¸Ñ Ð½Ð°Ð´ÐµÐ¶Ð½Ð¾ÑÑÐ¸ Ð¼ÐµÑÐ¾Ð´Ð° Ð½ÐµÑÐ°Ð·ÑÑÑÐ°ÑÑÐ¸Ðµ Ð¼ÐµÑÐ¾Ð´Ñ ÐºÐ¾Ð½ÑÑÐ¾Ð»Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼Ð¸ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¸Ñ ÐºÐ»Ð°ÑÑÐ¾Ð² Ð±ÐµÑÐ¾Ð½Ð° Ð¸ ÑÑÐ»Ð¾Ð²Ð¸ÑÐ¼Ð¸ Ð¾ÐºÑÑÐ¶Ð°ÑÑÐµÐ¹ ÑÑÐµÐ´Ñ. Ð¦ÐµÐ»Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ - ÑÑÑÐ°Ð½Ð¾Ð²Ð¸ÑÑ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÑ Ð¸ ÑÑÐ°Ð²Ð½Ð¸ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¼ÐµÐ¶Ð´Ñ Ð½ÐµÑÐ°Ð·ÑÑÑÐ°ÑÑÐ¸Ð¼Ð¸ Ð¸ ÑÐ°ÑÑÐ¸ÑÐ½Ð¾ ÑÐ°Ð·ÑÑÑÐ°ÑÑÐ¸Ð¼Ð¸ Ð¼ÐµÑÐ¾Ð´Ð°Ð¼Ð¸ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹: ÑÐ¿ÑÑÐ³Ð¸Ð¼ Ð¾ÑÑÐºÐ¾ÐºÐ¾Ð¼ Ð¼Ð¾Ð»Ð¾ÑÐºÐ°, Ð¾ÑÑÑÐ²Ð¾Ð¼ ÑÐ¾ ÑÐºÐ°Ð»ÑÐ²Ð°Ð½Ð¸ÐµÐ¼ Ð¸ ÑÐºÐ¾ÑÐ¾ÑÑÑÑ ÑÐ»ÑÑÑÐ°Ð·Ð²ÑÐºÐ¾Ð²Ð¾Ð³Ð¾ Ð¸Ð¼Ð¿ÑÐ»ÑÑÐ° Ð´Ð»Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÐºÐ»Ð°ÑÑÐ¾Ð² Ð±ÐµÑÐ¾Ð½Ð° Ð¿ÑÐ¸ ÑÐ°Ð·Ð½ÑÑ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ°Ñ. ÐÐ·ÑÑÐµÐ½Ð¸Ðµ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÑ Ð½Ð° ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº Ð¼Ð¾Ð»Ð¾ÑÐºÐ° ÑÐ¿ÑÑÐ³Ð¾Ð³Ð¾ Ð¾ÑÑÐºÐ¾ÐºÐ°, Ð¿ÑÐ¸Ð±Ð¾ÑÐ° Ð¾ÑÑÑÐ²Ð° ÑÐ¾ ÑÐºÐ°Ð»ÑÐ²Ð°Ð½Ð¸ÐµÐ¼ Ð¸ ÑÐ»ÑÑÑÐ°Ð·Ð²ÑÐºÐ¾Ð²Ð¾Ð³Ð¾ Ð¸Ð¼Ð¿ÑÐ»ÑÑÐ½Ð¾-ÑÐºÐ¾ÑÐ¾ÑÑÐ½Ð¾Ð³Ð¾ Ð¿ÑÐ¸Ð±Ð¾ÑÐ°; Ð¿ÑÑÐµÐ¿ÑÐ¾Ð²Ð¾Ð´ ÐÑÐ»ÐºÐ¾Ð²ÑÐºÐ¾Ðµ ÑÐ¾ÑÑÐµ Ð½Ð° ÑÑÐµÐ·Ð´Ðµ 3 Ð¾Ð¿Ð¾ÑÑ 3 Ð¿ÑÐ°Ð²Ð¾Ð³Ð¾ Ð½Ð°Ð¿ÑÐ°Ð²Ð»ÐµÐ½Ð¸Ñ (ÑÐ°Ð·Ð²ÑÐ·ÐºÐ° Ð½Ð° Ð¿ÐµÑÐµÑÐµÑÐµÐ½Ð¸Ð¸ Ð¡ÐÐÐ Ñ ÐºÐ¾Ð»ÑÑÐµÐ²Ð¾Ð¹ Ð´Ð¾ÑÐ¾Ð³Ð¾Ð¹ ÐÐÐ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ) Ð¸ Ð¿ÑÑÐµÐ¿ÑÐ¾Ð²Ð¾Ð´ Ð¡ÐÐÐ ÑÐµÑÐµÐ· Ð´Ð¾ÑÐ¾Ð³Ñ Ð´Ð¾ Ð¦ÐÐ¡ Ð½Ð° ÐÐ6594 + 39 ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ Ð¾Ð¿Ð¾ÑÑ ÐÐ 1. ÐÐ»Ñ ÑÐ¾Ð³Ð¾, ÑÑÐ¾Ð±Ñ ÑÐ¿ÑÐ¾Ð³Ð½Ð¾Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ Ð¾Ð±ÑÐ°Ð·ÑÐ¾Ð² Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐµÑÐ½Ð¾Ð² Ð² Ð»Ð°Ð±Ð¾ÑÐ°ÑÐ¾ÑÐ¸Ð¸ Ð² Ð·Ð°Ð´Ð°ÑÐ¸ ÑÑÐ°Ð²Ð¸Ð»Ð¾ÑÑ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¸ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ° ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð½ÐµÑÐ°Ð·ÑÑÑÐ°ÑÑÐ¸Ðµ Ð¼ÐµÑÐ¾Ð´Ñ ÐºÐ¾Ð½ÑÑÐ¾Ð»Ñ ÑÐµÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð² ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð¸ Ð´Ð»Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÐºÐ»Ð°ÑÑÐ¾Ð² Ð±ÐµÑÐ¾Ð½Ð°.
description: This study is supported with the real time site trials and results has been evaluated to show , how to find the reliable ndt testing method with basic approach related with the concrete classes and the ambient temperature conditions .the research aims to establish a relationship between non-destructive and partially destructive test methods rebound hammer , post drilled pull out test and the ultrasonic pulse velocity for different grade concrete in different temperatures and compare with results To investigate temperature effect on results . study investigate the characteristic rebound hammer , post drilled pull out test and the ultrasonic pulse velocity in-situ structures; Overpass Pulkovskoye motor road on ramp 3 pier 3 right direction (road junction on the intersection of the Express Road with the KAD Ring Road around Saint-Petersburg) and Overpass Express Road across road to CPS on ST6594+39 ÐÐ 1 Pier foundation left direction .Meanwhile in order predict strength behavior of concrete core samples at laboratory as a function of comparison and checking with the in-situ ndt testing results with the different temperature conditions and different concrete grades.