Research of group soil anchors during the development of the pit with «wall in trench»
Abstract
Topical issues of preserving the stability and strength of the cofferdam construction when one of the fastening elements are destroyed. As a result of the work done, the correlation of efforts in the structural elements of the cofferdam during its normal operation and in the event of an emergency situation is given. Conclusion on the degree of influence on the overall stability of the cofferdam when one of the fastening elements is failure and the need to take this factor in the design is made.
About the Authors
R. Chernov
NIIOSP named after N.M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
V. Kitaykin
NIIOSP named after N.M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
R. Konovalov
NIIOSP named after N.M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
E. Chelikova
NIIOSP named after N.M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
References
1. Градостроительный кодекс Российской Федерации от 29.12.2004 г. №190-ФЗ.
2. Федеральный закон «Технический регламент о безопасности зданий и сооружений» от 30.12.2009 №384-Ф3.
3. СП 22.13330.2011 «Основания зданий и сооружений».
4. СП 24.13330.2012 «Свайные фундаменты».
5. СП 45.13330.2012 «Земляные сооружения основания и фундаменты».
6. СП 381.1325800.2018. «Сооружения подпорные. Правила проектирования».
7. PLAXIS 3D. Руководство пользователя. 2011 г.
Review
For citations:
Chernov R., Kitaykin V., Konovalov R., Chelikova E. Research of group soil anchors during the development of the pit with «wall in trench». Bulletin of Science and Research Center of Construction. 2019;22(3):131-141. (In Russ.)
Views:
224
Email this article 