摘要: In Section 8.22, we showed that, for material stability, the lateral pressure in soil may have any value between maximum or passive p and minimum active a , actual depending on strains. The condition of zero strain is particular interest, since it closely approximates to state strata large extent, consolidating under uniform increase overburden. coefficient earth at rest (K 0) defined as ratio σ′ x /σ′ z this no strain.
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sci-hub.se 参考文章(11)
R. B. Peck, Deep Excavations and Tunnelling in Soft Ground Proceedings of the International Conference on Soil Mechanics and Foundation Engineering. ,vol. 3, pp. 225- 290 ,(1969)
Karl Terzaghi, Gholamreza Mesri, Ralph B. Peck, Soil mechanics in engineering practice ,(1948)
Wai-Fah Chen, Limit Analysis and Soil Plasticity ,(2007)
Karl Terzaghi, Theoretical Soil Mechanics ,(1943)
P W ROWE, , , , ANCHORED SHEET-PILE WALLS. Proceedings of the Institution of Civil Engineers. ,vol. 1, pp. 27- 70 ,(1952) , 10.1680/IICEP.1952.10942
N. Morgenstern, I. Amir-Tahmasseb, The Stability of a Slurry Trench in Cohesionless Soils Geotechnique. ,vol. 15, pp. 387- 395 ,(1965) , 10.1680/GEOT.1965.15.4.387
Vadim Vasil'evich Sokolovskii, Statics of Granular Media ,(1965)
On the Stability of Loose Earth Philosophical Transactions of the Royal Society. ,vol. 147, pp. 9- 27 ,(1857) , 10.1098/RSTL.1857.0003
J P Stroyer, EARTH PRESSURE ON FLEXIBLE WALLS Institution Engineers J /UK/. ,(1935)
D. C. DRUCKER, COULOMB FRICTION, PLASTICITY, AND LIMIT LOADS Defense Technical Information Center. ,(1953) , 10.21236/AD0002902