GK
G. Katsigiannis
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Design of Deep Supported Excavations
Comparison Between Numerical and Empirical Methods
This paper focuses on the derivation of design prop loads for supported excavations in stiff clay with increasing excavation depth and number of prop levels. For multi-propped walls there are a number of empirical graphs to obtain the design prop forces. CIRIA C517 (Twine & Rosco
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