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Ngày đăng: 29/01/2021, 13:27
Nguồn tham khảo
| Tài liệu tham khảo | Loại | Chi tiết | ||
|---|---|---|---|---|
| [20] TCXDVN 385: 2006 “ Gia cố nền đất yếu bằng trụ đất xi măng” | Sách, tạp chí |
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| [1]Andrzej Truty, ZACE Services, Hardening soil model with small strain stiffness | Khác | |||
| [2] Ashraf S.Osman and Malcolm D. Bolton , Ground movement predictions for braced excavation in undrained clay | Khác | |||
| [3] Chang-Yu Ou, Deep excavation theory and practice | Khác | |||
| [4]Chang-Yu Ou, jui-Tang Liao, Horn-Da Lin, Performance of diaphragm wall constructed using Top-DownvMethod | Khác | |||
| [5] David J. Bentler, Review and analysis of published data on performance of deep excavation support systems | Khác | |||
| [6]David G. Zapata-Medina , Semi-Empirical method for designing excavation support systems based on deformation control | Khác | |||
| [7]F.C Townsend, J. Brian Anderson, Landy Rahelison, Evaluation of FEM engineering parameters from insitu tests | Khác | |||
| [8]Lucy C. Jen, The design and performance of deep excacvation in clay | Khác | |||
| [9]Law Kim Hing, Performance of Multi-Propped deep excavation in Kenny Hill formation | Khác | |||
| [11]Monika De Vos và Valerie Whenham, Belgian Building Research Inst...., Belgium, Innovative design methods in geotechnical engineering | Khác | |||
| [12]Mamunul Hassan, Deformation Behaviour and permeability of soft finnish clay | Khác | |||
| [13]Nghia Trong Le, Wanchai Teparaksa, Toshiyuki Mitachi, Takayuki kawaguchi,Behaviours of soft Bangkok clay behind diaphragm wall under unloading compression triaxial test | Khác | |||
| [14]Pio-Go Hsieh and Chang-Yu Ou , Shape of ground surface settlement profiles caused by excavation.[15] Plaxis Bulletin | Khác | |||
| [16] Soilstabilisation with lime-cement columns a solution for deep sheet pile wall in soft clay | Khác | |||
| [17]Tewodros Fekadu , Analysis and Parametric study of deep excavation supported with diaphragm wall | Khác | |||
| [18]Toru Masuda , Behavior of deep excavation with diaphragm wall | Khác | |||
| [19]Th. Zimmermann, A. Truty, K.Podles, Numerics in Geotechnics and structures 2010 | Khác | |||
| [21]Youssef M.A hashash , Analysis of deep excavation in clay | Khác | |||
| [22]Zaw Zaw Aye, Dhiraj Karki and Christian Schulz ,Ground movement prediction and building damage risk-assessment for the deep excavation and tunneling works in Bangkok subsoil | Khác |
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