000			03338nam a22003735i 4500
999			_c103104 _d103104 _x1
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007			cr nn 008mamaa
008			180130s2018 si | s |||| 0|eng d
020			_a9789811080401
024	7		_a10.1007/978-981-10-8040-1 _2doi
040			_aES-MaUEC _bspa _cES-MaUEC _dES-MaUEC
050		4	_aQE600.2 _b2018 EB
100	1		_aCui, Zhen-Dong _eautor _4aut _4http://id.loc.gov/vocabulary/relators/aut _0http://id.loc.gov/authorities/names/no2018031544 _1http://viaf.org/viaf/93152138639710982614/ _9671501
245	1	0	_aLand Subsidence Induced by the Engineering-Environmental Effect _cby Zhen-Dong Cui.
264		1	_aSingapore _bSpringer International Publishing _c2018
300			_a1 recurso en línea (XXII, 234 páginas 164 ilustraciones, 129 ilustraciones a color)
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_atext file _bPDF
490	0		_aEngineering (Springer-11647)
505	0		_aIntroduction -- Theoretical Analysis of Land Subsidence Caused by Engineering-Environmental Effect -- In-Site Monitoring Land Subsidence -- Centrifuge Modeling of Land Subsidence Caused by High-Rise Building Group -- Microstructures of Different Soil Layers Before and After Centrifuge Modeling of Land Subsidence Caused by High-Rise Building Group -- Microstructures of the Soil Layer at Different Depths in the Centrifuge Modeling of Land Subsidence Caused by the Interaction of Two High-Rise Buildings -- Physical Model Test of Layered Soil Subsidence Considering Dual Effects of Building Load and Groundwater Withdrawal -- Floor Area Ratio ANFIS Model Affected by Causes of Land Subsidence -- Conclusions and Prospects.
520	3		_aThis book brings forward the concept of the geology-environmental capacity of ground buildings. It quantifies the geology-environmental capacity of ground buildings by analyzing the main factors of land subsidence and setting up the evaluation system. The geological environmental capacity of ground buildings is mainly controlled by the land subsidence and the output is the floor area ratio. According to the different geology structures and the different requirements of subsidence control in the soft soil areas in Shanghai, the evaluation system of the floor area ratio is built up by the adaptive neuro-fuzzy inference system (ANFIS) and the floor area ratios of four typical regions (Lujiazui, Xujiahui, Zhongyuan and Changqiao) are obtained by the ANFIS to offer references for urban planning. By taking the typical soft soil areas in Shanghai as case studies, this book will provide valuable insights to professors and graduate students in the field of Geotechnical Engineering, Civil Engineering, Engineering Geology and Environmental Geology.
650		7	_aTectónica _9140191 _2embne
650		7	_aEdificios _9169046 _2embne _xProtección
776	0	8	_iEdición impresa: _z9789811080395
776	0	8	_iEdición impresa: _z9789811080418
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-981-10-8040-1 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE
998			_b03/2019 _dz _ek _feng _ggw _h0