大家在查：载荷试验深层搅拌法重力式挡墙轻型井点降水基坑工程欠固结土钢油罐软弱下卧层水稳性水泥土搅拌桩地基

承载力特征值

网络kPa; fak; kN

承载力特征值

承载力特征值

承载力特征值

kPa

桩体承载力特征值（kPa），宜通过单桩载荷试验确定。dongxueyan2009 |来自团队建筑百事通 |十二级采纳率76% 擅长：建筑 …

fak

其承载力特征值（fak）为 100kPa，压缩模量（Es）为7.5MPa，为中等压缩性土。具有轻微湿陷性，工程地质条件一般。

kN

——单桩水平承载力特征值（kN）。桩身抗弯刚度 EIEI——桩身抗弯刚度（kN•m 2 ）。

bearing capacity characteristic value

characteristic value of subgrade bearing capacity

characteristic value of bearing capacity

2

Numerical method to determine the standard values of the foundation bearing capacity

数值方法确定地基承载力特征值的探讨

3

Comparison between characteristic values and standard values of the foundation bearing capacity

关于地基承载力特征值与地基承载力标准值的比较

4

Comparative Study on Subgrade Bearing Capacity Characteristic Value and Pile Point Bearing Capacity Characteristic Value

地基承载力特征值和桩端承载力特征值的比较研究

6

Study on the characteristic load bearing capacity of Jet-Mixing Cement-Soil pile composite foundation

喷射搅拌水泥土桩复合地基承载力特征值研究

7

Discussion on the Modification of Characteristic Value of Bearing Capacity for Weak Substratum

软弱下卧层承载力特征值修正的探讨

9

characteristic value of subsoil bearing capacity

地基承载力特征值

10

Determination of Characteristic Value of Bearing Capacity of Rock Base at Pile End

桩端岩基承载力特征值的确定

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