Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The silt has the properties, such as low strength and slow drainage; so it is usually treated by precompression method. For short construction period and low cost , a new drained consolidation method-drainage consolidation due to excessive pore water pressure for silt is tested: fist, the sand is replaced in the surface of silt for horizontal drain; and then, the plastic drain boards is applied for vertical drain; finally, the excess pore water pressure is generated by surcharge loads and dynamic consolidation and the drainage consolidation is fast under the excess pore water pressure. The result of the settlement observation and acceptance test shows that the result of drainage consolidation due to excessive pore water pressure for silt soft soil is remarkable.
The silt has the properties, such as low strength and slow drainage; so it is usually treated by precompression method. For short construction period and low cost , a new drained consolidation method-drainage consolidation due to excessive pore water pressure for silt is tested: fist, the sand is replaced in the surface of silt for horizontal drain; and then, the plastic drain boards is applied for vertical drain; finally, the excess pore water pressure is generated by surcharge loads and dynamic consolidation and the drainage consolidation is fast under the excess pore water pressure. The result of the settlement observation and acceptance test shows that the result of drainage consolidation due to excessive pore water pressure for silt soft soil is remarkable.
Study of Fast Drained Consolidation of Silt
Applied Mechanics and Materials ; 90-93 ; 422-425
08.09.2011
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Study of Fast Drained Consolidation of Silt
British Library Conference Proceedings | 2011
|Dynamic Consolidation Test Study on Silt and Silt Soil
Trans Tech Publications | 2011
|Dynamic Consolidation Test Study on Silt and Silt Soil
British Library Conference Proceedings | 2011
|Cyclic stiffness of plastic silt with an initial drained shear stress
British Library Conference Proceedings | 1998
|Underwater Vacuum Consolidation of Dredged Silt - A Case Study
British Library Conference Proceedings | 2001
|