| 000 | 03035nam a22005535i 4500 | ||
|---|---|---|---|
| 001 | 978-981-15-1572-9 | ||
| 003 | DE-He213 | ||
| 005 | 20220801214250.0 | ||
| 007 | cr nn 008mamaa | ||
| 008 | 200102s2020 si | s |||| 0|eng d | ||
| 020 |
_a9789811515729 _9978-981-15-1572-9 |
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| 024 | 7 |
_a10.1007/978-981-15-1572-9 _2doi |
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| 050 | 4 | _aTA703-705.4 | |
| 072 | 7 |
_aTNC _2bicssc |
|
| 072 | 7 |
_aSCI042000 _2bisacsh |
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| 072 | 7 |
_aTNC _2thema |
|
| 082 | 0 | 4 |
_a624.15 _223 |
| 100 | 1 |
_aHuang, Chuanzhi. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut _937313 |
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| 245 | 1 | 0 |
_aLimit Analysis Theory of the Soil Mass and Its Application _h[electronic resource] / _cby Chuanzhi Huang. |
| 250 | _a1st ed. 2020. | ||
| 264 | 1 |
_aSingapore : _bSpringer Nature Singapore : _bImprint: Springer, _c2020. |
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| 300 |
_aXIX, 462 p. 103 illus., 1 illus. in color. _bonline resource. |
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| 336 |
_atext _btxt _2rdacontent |
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| 337 |
_acomputer _bc _2rdamedia |
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| 338 |
_aonline resource _bcr _2rdacarrier |
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| 347 |
_atext file _bPDF _2rda |
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| 505 | 0 | _aPreamble -- Failure Mode and Fundamental Equation -- Characteristic Line Method for Limit Analysis -- Stress Field Method for Limit Analysis -- Limit Equilibrium Method -- Virtual Work Equation-based Generalized Limit Equilibrium Method -- Generalized Limit Equilibrium Method in Plane Failure Mode -- Limit Load on Ground with Heterogeneous Soil -- Ground Bearing Capacity -- Slope Stability -- Slope Stability during Construction and Pore Water Pressure. | |
| 520 | _aThis book establishes the equations of limit analysis and provides a complete theoretical basis for foundation capacity, slope stability, and earth pressure. It is divided into three parts, the first of which discusses the failure mode and fundamental equation of soil mass. The second part addresses the solution methods for limit analysis, including the characteristic line method, stress field method, limit equilibrium method, virtual work equation-based generalized limit equilibrium method and generalized limit equilibrium method for the surface failure mode. Lastly, the third part examines the application of the limit analysis theory to soil mass. | ||
| 650 | 0 |
_aEngineering geology. _94157 |
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| 650 | 0 |
_aGeotechnical engineering. _94958 |
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| 650 | 0 |
_aMechanics, Applied. _93253 |
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| 650 | 0 |
_aSolids. _93750 |
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| 650 | 0 |
_aSoil science. _937314 |
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| 650 | 1 | 4 |
_aGeoengineering. _931828 |
| 650 | 2 | 4 |
_aGeotechnical Engineering and Applied Earth Sciences. _931829 |
| 650 | 2 | 4 |
_aSolid Mechanics. _931612 |
| 650 | 2 | 4 |
_aSoil Science. _937315 |
| 710 | 2 |
_aSpringerLink (Online service) _937316 |
|
| 773 | 0 | _tSpringer Nature eBook | |
| 776 | 0 | 8 |
_iPrinted edition: _z9789811515712 |
| 776 | 0 | 8 |
_iPrinted edition: _z9789811515736 |
| 776 | 0 | 8 |
_iPrinted edition: _z9789811515743 |
| 856 | 4 | 0 | _uhttps://doi.org/10.1007/978-981-15-1572-9 |
| 912 | _aZDB-2-ENG | ||
| 912 | _aZDB-2-SXE | ||
| 942 | _cEBK | ||
| 999 |
_c76149 _d76149 |
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