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Учет особенностей инженерно-геологических условий при освоении подземного пространства Вьетнама
Authors: Nguyen Van Hoa, Nikiforova N.S
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Конференции Инженерно-геотехнические изыскания, проектирование и строительство оснований, фундаментов и подземных сооружений
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Publishing year: 2/2017
Calculation of Building Settlement Induced by Deep Excavation Under Seismic LoadingAssessment of Shear Strength Models of Reinforced Concrete ColumnsThe Influence of Near- and Far-field Earthquakes on the Seismic Performance of Base-Isolated Nuclear Power Plant StructuresSemic displacement prediction of retaining walls upon deep exavations in Ha NoiThe choice of soil models in design of deep excavation in soft soils of Viet NamPrediction of settlement of buildings surrounding deep excavations in Viet NamMeasured and forecast settlements of build-ings near deep pits in VietnamCalculating the maximum pressure on the diaphragm wall subjected to seismic loading accounting for geotechnical conditions of VietnamЧисленные исследования горизонтальных перемещений ограждений котлованнов в слабых грунтах ВьетнамаWeak soils deformations during excavation of deep pits in seismic regions and adjacent buildings protectionImpact zone of deep pit excavation in weak soilsВлияние устройства отсечных экранов, выполненных по струйной технологии, на осадку окружающей застройкиАпробация метода прогноза осадок зданий в зоне подземного строительства в г.ХошиминPrediction of soil displacement surrounding deep excavations in Ha NoiSelection of formwork options when constructing high-rise buildings by AHP method (Case Study: Cao Lanh city, Vietnam)Shear strength prediction of concrete beams reinforced with FRP bars using novel hybrid BR-ANN modelPrediction of ground surface settlements of deep excavations in VietnamNumerical Study on the Influence of Anchored Diaphragm Walls on Adjacent Buildings during Deep Excavation Construction