Ditapis dengan
Ground Improvement and Geosynthetics
Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Des…
Evaluation of Property Changes in Surrounding Clays due to Installation of De…
LOKASI: Ruang Koleksi Umum Rak: 2
Effects of Tunneling on Underground Infrastructures
In urban cities like Shanghai, the increasing need for urban tunnelling to serve the ever-growing population in space-contrained cities willresult in part of the proposed tunnelling route running close or beneath infrastructures, such as pipelines and buildings founded on shallow or pile foundations. The ground volume losses due to the over-excavation of the tunnel result in ground, subsurface …
Development and Application of Water-Saving and Moisture-Retaining Membrane M…
LOKASI: Ruang Koleksi Umum Rak 2
Progress of Research Advance on the Model Tests on the Interaction Between Ne…
The model tests on the interaction between new constructions and adjacent existing buildings were summarized and analyzed from four aspects: the preparation methods of the model soil, the selection of pile model and tunnel model, the simulation methods of excavation process, and the loading methods of model tests. Several conclusions can be drawn as follows: (I) the influence of the superstruct…
Studies on the Key Technologies for Underground Construction of High-Speed Ra…
Using the practice of Ningbo high-speed railway station transportation hub as an example, we studied and reported on the key technologies for the construction of an urban railway transportation hub that integrated the functionalities and structures of a railway, subway, city bus, and taxi stations for traffic and passenger transportation. Specifically, we first studied the impact of deep founda…
Cutter Ring Breakage Induced by Unbalanced Side Force in Circular Cutting Pro…
The cutter ring breakage as a cutter failure mode in shield tunnel construction is more likely to occur in the centre zone of cutterhead. Given the inconsistence of this phenomenon with the linear cutting theory, the present paper suggests the use of the circular cutting theory to explain the cutter ring breakage and find the correlation between the unbalanced side force and cutter ring breakag…
