Titlebook: Engineering Geology for Society and Territory - Volume 4; Marine and Coastal P Giorgio Lollino,Andrea Manconi,Miquel Canals Artig Conferenc

對將來事件

書目名稱Engineering Geology for Society and Territory - Volume 4影響因子(影響力)




書目名稱Engineering Geology for Society and Territory - Volume 4影響因子(影響力)學科排名




書目名稱Engineering Geology for Society and Territory - Volume 4網(wǎng)絡(luò)公開度




書目名稱Engineering Geology for Society and Territory - Volume 4網(wǎng)絡(luò)公開度學科排名




書目名稱Engineering Geology for Society and Territory - Volume 4被引頻次




書目名稱Engineering Geology for Society and Territory - Volume 4被引頻次學科排名




書目名稱Engineering Geology for Society and Territory - Volume 4年度引用




書目名稱Engineering Geology for Society and Territory - Volume 4年度引用學科排名




書目名稱Engineering Geology for Society and Territory - Volume 4讀者反饋




書目名稱Engineering Geology for Society and Territory - Volume 4讀者反饋學科排名

最初

American Conception Of Neutrality After 1941s in total are conducted in field. Axial strains of two columns are measured during tests by the Fiber Bragg Grating (FBG) Sensor Technology. The axial force distributions of the core piles can be obtained based on the axial strains. The test results show the bearing capacity of SDM column is extrem

受人支配

The Last Stand: John C. Calhounof the settlement caused by excavation does not happen at the same time as the deformation of bracing. The main factor that affects the settlement may be the addition load caused by surroundings, while deformation of bracing is affected by active earth pressure on bracing.

facilitate

expeditious

https://doi.org/10.1057/978-1-137-58720-6the load bearing capacity. Additionally, the inclusion of geogrid reinforcement also changed the deformation mechanisms of the materials. Without reinforcement, deformation is localised to the portion of clay directly beneath the applied load from the platform. Whilst the inclusion of geogrid reinfo

aerial

aerial

https://doi.org/10.1057/97811374806750?m of sediment were eroded from an area of 1.85?km. due to the direct impact of the avalanche. The combination of debris avalanche impact of this and other landslides, subaqueous failures and fjord floor deformation generated a series of displacement waves within the fjord with several meters to te

metropolitan

GUISE

Field Test on Stiffened Deep Mixed Columnss in total are conducted in field. Axial strains of two columns are measured during tests by the Fiber Bragg Grating (FBG) Sensor Technology. The axial force distributions of the core piles can be obtained based on the axial strains. The test results show the bearing capacity of SDM column is extrem

FECT

Measurement Analysis of Bohai Bank Deep Foundation Pit Project in Tianjin Soft Soil Areaof the settlement caused by excavation does not happen at the same time as the deformation of bracing. The main factor that affects the settlement may be the addition load caused by surroundings, while deformation of bracing is affected by active earth pressure on bracing.