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A platform for research: civil engineering, architecture and urbanism
Concrete and bentonite replace sheet piling in deep excavations
Development of new system which allows use of site-cast reinforced concrete instead of driven sheet piling in construction of underpass retaining walls prior to main excavation; advantages include lower cost, avoidance of noise and vibration, and stronger, more impervious walls; method is based on principle that trench is held open by "bentonite" until final stages of retaining wall construction can be completed.
Concrete and bentonite replace sheet piling in deep excavations
Development of new system which allows use of site-cast reinforced concrete instead of driven sheet piling in construction of underpass retaining walls prior to main excavation; advantages include lower cost, avoidance of noise and vibration, and stronger, more impervious walls; method is based on principle that trench is held open by "bentonite" until final stages of retaining wall construction can be completed.
Concrete and bentonite replace sheet piling in deep excavations
Concrete Construction
1961
2 pages
Article (Journal)
English
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