Wall and Ground Movements due to Deep Excavations in Shanghai Soft Soils Journal of Geotechnical and Geoenvironmental Engineering December 2009 Observed Behaviors of a Long and Deep Excavation Constructed by Cut-and-Cover Technique in Shanghai Soft Clay
Get a QuoteObserved Behaviors of a Long and Deep Excavation Constructed by Cut-and-Cover Technique in Shanghai Soft Clay Journal of Geotechnical and Geoenvironmental Engineering April 2011 Observed Performance of a Deep Multistrutted Excavation in Shanghai Soft Clays
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Get a QuoteCivil Engineering, Structural Engineering, Geotechnical Engineering, Statistical Analysis Back Analysis of a Deep Excavation In Soft Lacustrine Clays Up to 9.9 m deep excavation was executed in 2002 for the LAGO Shopping Center in Constance city near the lake Bodensee (Constance lake) located north of the German alps.
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Get a QuoteAnalyses and performance of groups of step‐tapered piles located adjacent to a 50‐ft‐deep tieback excavation are described. The excavation is made through primarily granular soils within an existing framed structure. The main columns are supported by groups of 70‐ft‐long, unreinforced or lightly reinforced concrete piles.
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Get a QuoteJan 01, 1993 · Sequential Analysis of Ground Movements at Three Deep Excavation Sites with Mixed Ground Profiles Journal of Geotechnical and Geoenvironmental Engineering September 2009 Nonlinear Finite-Element Prediction of the Performance of a …
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Get a QuoteObserved Behaviors of a Long and Deep Excavation Constructed by Cut-and-Cover Technique in Shanghai Soft Clay Journal of Geotechnical and Geoenvironmental Engineering April 2011 Observed Performance of a Deep Multistrutted Excavation in Shanghai Soft Clays
Get a QuoteJan 01, 2013 · The oedometric modulus S E describes the soil properties. Fig. 2. Deep excavation indexes 542 Rolf Katzenbach et al. / Procedia Engineering 57 ( 2013 ) 540 â€" 548 With EI T > 0.4 m an excavation can be classified as a deep excavation. Fig. 2 shows some examples for the deep excavation index EI T > 0.4 m.
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