长期受荷桩极限承载力的预测
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李镜培, 徐子涵
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Prediction of Ultimate Bearing Capacity of Long-Term Loaded Piles
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LI Jingpei, XU Zihan
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表2 试验场地土层物理力学性质
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Tab.2 Physic-mechanical properties of soil strata at the test site
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| 土层名称 | H/m | γ/
(kN·m-3) | e | c/kPa | φ/(°) | Es/
MPa | | 杂填土 | 1.53 | - | - | - | - | - | | 浜土 | 1.60 | - | - | - | - | - | | 粉质黏土 | 1.75 | 18.9 | 1.052 | 25 | 31.7 | 5.46 | | 淤泥质粉黏土 | 1.71 | 17.6 | 1.187 | 16 | 27.5 | 3.67 | | 砂质粉土 | 2.38 | 18.7 | 1.003 | 2 | 32.5 | 10.94 | | 淤泥质黏土 | 9.39 | 16.6 | 1.485 | 14 | 24.8 | 2.17 | | 黏土 | 10.03 | 17.4 | 1.219 | 16 | 28.4 | 3.14 | | 粉质黏土 | 8.93 | 17.8 | 1.065 | 16 | 31.9 | 4.07 | | 砂质粉土 | 10.04 | 18.5 | 0.988 | 4 | 31.8 | 9.12 | | 粉质黏土夹砂 | 10.97 | 17.5 | 0.980 | 17 | 31.7 | 4.10 |
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