| 1. | Characteristics of strength of rammed cement - treated soil piles
夯实水泥土桩桩体强度特性的探讨 |
| 2. | In addition , this paper uses space frame to simulate the pile
此外用还引入了空间刚架单元来模拟桩体。 |
| 3. | Application of water infusion blasting to demolishing underground pile shaft
水介质爆破拆除地下桩体的实践 |
| 4. | Analytical study on interaction between dynamically loaded single bearing piles and soil
双层地基中考虑桩体剪切变形的单桩水平振动解析解 |
| 5. | Then the influence to the strength of mix proportion , period and density of pile are analyzed
分析了配合比、龄期及密实度对桩体强度的影响。 |
| 6. | The program can analyze the coactions of pile and soil , simulate the process of construction , and consider the two dimensional biot concretion
还可以考虑桩土之间的相互作用，在桩土之间设置接触面来模拟土与桩体的相互作用。 |
| 7. | In practice , the larger pile efficacy should be achieved mainly by increasing the ratios of embankment height to piles interval and cap width to piles interval
设计桩承式加筋路堤时，主要应通过增大路堤高度与桩间距之比及桩顶托板宽度与桩间距之比来提高桩体荷载分担比。 |
| 8. | A more rigorous analytical solution for lateral vibration of single pile in a homogeneous soil was developed , in which the shear deformation of pile was considered for the first time
首次在桩基的水平振动分析中考虑了桩体的剪切变形，获得了单桩在均匀地基中更为精确的水平振动解。 |
| 9. | When molding in dry state , it ' s showed that the density is the main influence factor of the strength , which the mechanics property of pile can be increased by improving the density of pile
桩体采用干料形态成型，密实度是影响桩体强度的关键，改善桩体密实度可以有效提高桩体的力学性质。 |
| 10. | The interaction among embankment fill , horizontal geotextile , pile ( cap ) and subsoil was analyzed based on the principle of minimum potential energy , and pile efficacy was obtained
摘要基于最小势能原理，分析了路堤填土、水平加筋体、桩（桩顶托板）及桩间土之间的相互作用，得到了桩体荷载分担比。 |
