Design optimization of the soil nail wall-retaining pile-anchor cable supporting system in a large-scale deep foundation pit
- 26 February 2021
- journal article
- research article
- Published by Springer Science and Business Media LLC in Acta Geotechnica
- Vol. 16 (7), 2251-2274
- https://doi.org/10.1007/s11440-021-01154-4
Abstract
No abstract availableKeywords
Funding Information
- Innovative Research Group Project of the National Natural Science Foundation of China (41672294, 41877231)
This publication has 31 references indexed in Scilit:
- Analysis of the zoning excavation monitoring data of a narrow and deep foundation pit in a soft soil areaJournal of Geophysics and Engineering, 2018
- Characterization of spatial variability of CPTU data in a liquefaction site improved by vibro-compaction methodKSCE Journal of Civil Engineering, 2016
- Random field characterization of CPTU soil behavior type index of Jiangsu quaternary soil depositsBulletin of Engineering Geology and the Environment, 2016
- Evaluation of subsurface spatial variability in site characterization based on RCPTU dataBulletin of Engineering Geology and the Environment, 2015
- A simplified method for unified buckling and free vibration analysis of pile-supported structures in seismically liquefiable soilsSoil Dynamics and Earthquake Engineering, 2009
- Central Artery/Tunnel Project Excavation Induced Ground DeformationsJournal of Geotechnical and Geoenvironmental Engineering, 2008
- Three-Dimensional Effects for Supported Excavations in ClayJournal of Geotechnical and Geoenvironmental Engineering, 2007
- Response of Building Adjacent to Stiff Excavation Support System in Soft ClayJournal of Performance of Constructed Facilities, 2002
- Three-dimensional deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case historyCanadian Geotechnical Journal, 2000
- Observed Performance of a Deep Excavation in ClayJournal of Geotechnical Engineering, 1989