| 000 | 02929nam a2200409 i 4500 | ||
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| 001 | 00063 | ||
| 005 | 20240809130542.0 | ||
| 006 | m o d | ||
| 008 | s2020 xxua fo 001 0 eng d | ||
| 020 | _a9781260026030 (papel) | ||
| 020 | _a9781260026047 (electrónico) | ||
| 024 | 7 |
_c14097 _2Identificador Ebook7-24 |
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| 035 | _a21515 | ||
| 040 |
_aCo-B _bspa _erda |
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| 082 | 0 | 4 | _a624.15/H236 |
| 100 | 1 | _aHandy, Richard L. | |
| 245 | 1 | 0 |
_aFoundation engineering: geotechnical principles and practical applications _cHandy, Richard L. |
| 250 | _aNew York | ||
| 264 |
_aMcGraw-Hill Education _b2020 |
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| 300 |
_a219 páginas _bilustraciones |
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| 336 |
_atexto _btxt _2rdacontent |
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| 337 |
_ano mediado _bn _2rdamedia |
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| 338 |
_avolumen _bnc _2rdacarrier |
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| 347 |
_atexto _bPDF _2rda/spa |
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| 500 | _arecurso en línea | ||
| 504 | _aContiene índice | ||
| 505 | 0 |
_t1. Defining what is there -- _t2. Getting along with classification -- _t3. Foundation settlement -- _t4. Soils behaving badly -- _t5. Stresses in soils -- _t6. Evaluating soil shear strength -- _t7. Shallow foundation bearing capacity -- _t8. The standard penetration test in foundation engineering -- _t9. Probing with cone penetration tests and the marchetti dilatometer -- _t10. Focus on lateral stress -- _t11. Design of deep foundations -- _t12. Ground improvement |
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| 506 | _aAcceso en línea, autorizado para usuarios eBooks 7-24 | ||
| 520 | 1 | _aArchimedes (287212 BC) famously discovered Archimedes Principle of buoyancy, which affects soil weight and frictional resistance to sliding. He was killed by a Roman soldier who had no appreciation. Charles-Augustin de Coulomb (17361806) was a French military engineer, and while being in charge of building a fort on the island of Martinique he observed that sand grains must have friction or they would not make a respectable pile. He also reasoned that clay must have cohesion or it would not stand unsupported in a steep bank. Those observations led to the Coulomb equation for soil shear strength. Over 100 years later, Karl Terzaghi added the influence from pore water pressure that tends to push grains apart. Coulomb also derived an equation for the lateral force from soil pushing against a retaining wall. The equation, and a later equation proposed by Rankine, puts the maximum soil pressure at the base of a wall but tests conducted by Terzaghi indicate that it is more likely to be zero. That is no small error because raising the height of the center of pressure increases the overturning moment, which makes the Coulomb and Rankine solutions the unsafe side. | |
| 588 | 0 | _aVersión impresa | |
| 650 | 1 | 4 | _aCimentaciones |
| 650 | 1 | 4 | _aComposición de suelos |
| 650 | 1 | 4 | _aLosas |
| 650 | 1 | 4 | _aMuros de contención |
| 650 | 1 | 4 | _aPilotes (ingeniería civil) |
| 856 | 4 | 0 |
_uhttps://ezproxy.uniagraria.edu.co/login _zAcceso al texto completo, dando clic aqui |
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_c37510 _d37510 |
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