A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Control on Reasonable Impact Loading in Static-Dynamic Drainage Consolidation Method
Based on the engineering tests of muck ground treatment project, the contact stress control valuePmaxf of muck ground is derived and the maximum allowable stress ratio R is defined according to the basic consideration of the muck ground pressure is greater slightly than the bearing capacity characteristic value of muck foundation for many micro fractures can be formed and the ground could keep whole stability at same time. The R and Pmaxf can give the reasonable value of the impact loading in static-dynamic drainage consolidation method (SDDCM). It is an effective way to avoid the failure in design and construction as well. In addition, R is the parameter to judge the reinforcement effects of muck foundation. The results of this paper were applied to actual engineering projects and the engineering test data showed the application effects are very good.
Control on Reasonable Impact Loading in Static-Dynamic Drainage Consolidation Method
Based on the engineering tests of muck ground treatment project, the contact stress control valuePmaxf of muck ground is derived and the maximum allowable stress ratio R is defined according to the basic consideration of the muck ground pressure is greater slightly than the bearing capacity characteristic value of muck foundation for many micro fractures can be formed and the ground could keep whole stability at same time. The R and Pmaxf can give the reasonable value of the impact loading in static-dynamic drainage consolidation method (SDDCM). It is an effective way to avoid the failure in design and construction as well. In addition, R is the parameter to judge the reinforcement effects of muck foundation. The results of this paper were applied to actual engineering projects and the engineering test data showed the application effects are very good.
Control on Reasonable Impact Loading in Static-Dynamic Drainage Consolidation Method
Li, Zhang-Ming (author) / Qian, Xiao-Min (author) / Zeng, Wen-Xiu (author) / Liu, Jin-Wei (author)
2013
4 Seiten
Conference paper
English
Control on Reasonable Impact Loading in Static-Dynamic Drainage Consolidation Method
| British Library Conference Proceedings | 2013
Dynamic-static drainage consolidation method on silty ground
| British Library Conference Proceedings | 2008
Dynamic compaction device based on novel static and dynamic drainage consolidation method
| European Patent Office | 2024
Static and dynamic drainage consolidation construction process method for deep soft soil area
| European Patent Office | 2022