| 1. | Allowable bearing capacity of foundation soil
地基容许承载力 |
| 2. | Ultimate bearing capacity of foundation soil
地基极限承载力 |
| 3. | Analyze and evaluate on calculating methods of ultimate bearing capacity of foundation soil
地基极限承载力确定方法的分析与评价 |
| 4. | Some usual calculating methods of bearing capacity of foundation soil based on the limit equilibrium theory
基于极限平衡理论的几种常见的地基承载力计算方法 |
| 5. | This paper introduced a new method for determining the bearing capacity of foundation soil using the flat dilatometer test ( dmt )
摘要简单介绍扁铲侧胀试验，首次提出用扁铲侧胀试验计算地基承载力的方法。 |
| 6. | The bearing capacity of foundation soil and batholith is one of the most important questions for discussion in the field of geotechnical engineering ; md foundation engineering
地基及岩基承载力问题是岩土工程及基础工程领域最重要的课题之一。 |
| 7. | Pile - net composite foundation has some merit in building up the reinforcement of composite foundation simultaneous in vertical and horizontal directions , in enhancing the bearing capacity of foundation soil , and minishing the non - uniform settlement , especially controlling the phenomenon of vehicle dumpping on bridge head in the foundation treatment of transitional segments which is proved by practice
摘要实践证明，桩网复合地基同时具备竖向增强体复合地基与水平向增强体复合地基的加固优点，能很好地提高地基土体承载力，减小不均匀沉降，特别是桥头过渡段地基处理中能有效控制“桥头跳车”现象的产生。 |
| 8. | By comparing a number of dmt data with parameters of lab tests , cone penetration tests and vane shear tests from several magnitude projects in shanghai , the authors develop empirical formulae for calculating the bearing capacity of foundation soil from the dmt and assess their accuracy
利用上海地区部分重大工程中的扁铲侧胀试验数据，在与室内土工试验、静力触探试验及十字板剪切试验的试验参数相关分析的基础上，经数理统计后给出了上海地区用扁铲侧胀试验计算地基承载力的经验公式，并对其计算精度进行了评价。 |
| 9. | The results indicate that this method can minish settlement largely , decrease level thrusts on bridge abutment , make the settlements transition , improve the bearing capacity of foundation soil and its economic benefits are notable . the results of field test show that low intensity piles can put into widely use in soft foundation of express way
研究结果表明，采用低强度桩复合地基加固桥头软基时，可以采用变桩长、变间距的设计思想，使沉降逐渐过渡，减轻桥头跳车的危害，并且还可以减小沉降和深层土体水平位移，减小对桥台及其桩基的水平推力，提高地基承载力。 |
