Manuscript Number : IJSRCE23746
Case Study for Underground Basement Wall Leakage and Measures
Authors(1) :-Manikandan Srinivasan
Underground basement structure is one of the key structures in substation building, which constructed 5.00-6.00m below ground level. Due to high ground water table, in most of the cases, basement structures located submerged in water. As the underground basement constructed mainly to accommodate the incoming / outgoing cables and other services, protecting the structure from water dampness and seepages is vital process. Even though all the precaution measure taken during constructions, some project may occur water seepage. Hence, in this article, we explore the case study of water dampness, causes, corrective and preventive measures obtained in one of the project.
Manikandan Srinivasan
Transmission Engineering Department, Dubai Electricity and water Authority, Dubai, United Arab Emirates
Case Study - Civil Engineering.
- BS 1881 Part 203: 1986: AMD 6659: 1991 – Estimation of concrete crack depth
- DIN En 1504-5 Classification U (S2) W (1) (2/3/4) (1/40) – Area of application MASTER INJEKT
Publication Details
Published in : Volume 7 | Issue 4 | July-August 2023
Date of Publication : 2023-08-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 91-95
Manuscript Number : IJSRCE23746
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE23746
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