| 1. | Terzaghi - rendulic diffusion equation
伦杜列克扩散方程 |
| 2. | Terzaghi bearing capacity theory
太沙基承载力理论 |
| 3. | Terzaghi ' s consolidation theory
太沙基固结理论 |
| 4. | Study on the terzaghi ultimate bearing capacity of foundation based on the unified strength theory
基于统一强度理论的太沙基地基极限承载力 |
| 5. | In the paper , terzaghi ' s bearing - capacity problem is expounded , and the terzaghi ' s bearing - capacity equation modified by the values of small plate loading test is gained
阐述了terzaghi理论确定桩端承载力的方法，并通过现场小压板载荷试验值对terzaghi理论公式进行修正，得到修正的terzaghi理论公式。 |
| 6. | According the numerical examples , the characters of one - dimensional consolidation of multi - layered gibson soils are found . it has been shown that the consolidation of gibson soils differ with terzaghi ' s theory
本文的工作表明：对于压缩模量随深度线性增加的gibson地基的固结，其结果都与传统的太沙基固结理论不同。 |
| 7. | Although the stress history of soil has great influence on its compressibility and consolidation behavior , the one - dimensional consolidation theory of terzaghi ' s so far widely used cannot take consideration of the effect of stress history
虽然应力历史对土的压缩和固结性状有很大影响，但目前仍广泛应用的太沙基( terzaghi )一维固结理论并不能考虑应力历史的影响。 |
| 8. | Terzaghi bearing - capacity modified equation and finite - element regression equation have good reliability and practicality , which will have an important reference value on preparing the local correlative standards of constructing work in guangxi
修正的terzaghi理论公式和有限元法回归公式具有较高的可靠性和实用性，对制定相关的广西工程建设地方标准具有重要的参考价值。 |
| 9. | It has been shown that once the effect of stress history is taken into account , the consolidation behavior of soil differs greatly from that described by terzaghi ' s theory , no matter what kind of model is adopted for soil in a consolidation analysis , linear or nonlinear
本文的工作表明：考虑应力历史影响后，无论是采用线性模型还是采用非线性模型，土的固结形状都与传统的太沙基( terzaghi )固结理论所描述的有很大的差别。 |
| 10. | It has been shown that no matter what kind of assumption is adopted for soil in a consolidation analysis , nonlinear or non - homogeneous , the result obtained differs greatly from terzaghi ' s theory . and the coefficient of consolidation is not the only parameter of soil that affects the one - dimensional consolidation behavior
本文的工作表明：在固结分析中对土性无论是采用非线性假定还是采用非均质假定，其结果都与传统的太沙基固结理论有很大的差别。 |
