Alternative Title
Paper No. 7.01
Location
St. Louis, Missouri
Date
10 Mar 1998, 2:30 pm - 5:30 pm
Abstract
At the sheet wharf of Chazan port the large suffusional caverns and areas of loosy soil had been formed in sand backfilling. For elimination of them the jet grouting method had used for the first time. H was succeeded to execute the contrsuffusional curtain of complex configuration, to discover and eliminate all suffusional caverns, areas of loosy soil and openings in the sheet pile wall with help of the mentioned method. It was developed new the jet grouting monitoring method, which allows to determine the caverns of big sizes and areas of loosy soil outlines and them locations. The jet grouting method can be used for elimination of underground caverns of separate openings and especially of loosy soil areas which are an impending danger what new caverns will be formed.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
4th Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1998 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Broid, I. I. and Melnik, G. V., "Use of Jet Grouting Method for Elimination of Suffusional Destructions of Sand Backfilling of Sheet Pile Wharf" (1998). International Conference on Case Histories in Geotechnical Engineering. 22.
https://scholarsmine.mst.edu/icchge/4icchge/4icchge-session07/22
Use of Jet Grouting Method for Elimination of Suffusional Destructions of Sand Backfilling of Sheet Pile Wharf
St. Louis, Missouri
At the sheet wharf of Chazan port the large suffusional caverns and areas of loosy soil had been formed in sand backfilling. For elimination of them the jet grouting method had used for the first time. H was succeeded to execute the contrsuffusional curtain of complex configuration, to discover and eliminate all suffusional caverns, areas of loosy soil and openings in the sheet pile wall with help of the mentioned method. It was developed new the jet grouting monitoring method, which allows to determine the caverns of big sizes and areas of loosy soil outlines and them locations. The jet grouting method can be used for elimination of underground caverns of separate openings and especially of loosy soil areas which are an impending danger what new caverns will be formed.
