| 1. | Study on the type of pile structures for weizhou 11 - 1 oilfield platform
1平台桩基结构型式研究 |
| 2. | Time - domain analysis of irregular wave slamming on subface of open - piled structures
不规则波对透空式建筑物上部结构冲击作用时域分析 |
| 3. | Consideration of dimensional effect of pile structure using modified stiffness matrix of beam - rod element
用修正的梁杆单元刚度阵考虑桩的尺寸效应 |
| 4. | Following the conventional structural design philosophy , the pile structure of weizhou 11 - 1 platform usually use the type of main pile
按照常规工程结构设计思路，涠洲11 - 1油田这样规模的浅水平台桩基结构，通常采用主桩结构型式。 |
| 5. | The practice indicates that the skirt pile structure can be adopted for the platforms in the shallow water area in china , which not only can effectively avoid geotechnical risk , but also can reduce costs
实践结果表明，我国浅海地区油田平台桩基结构可以来用裙桩结构型式，不仅可以有效回避工程地质风险，而且可以降低成本。 |
| 6. | Strengthening soft soil foundation by mixing cement with soil , which is a specific application of strengthening large - area foundation in piled structure by powder jetting mixing , can increase load supporting capability of soft soil foundation , decrease subsidence and increase stability of edge slope
摘要水泥土搅拌法加固大罐基础是利用粉体喷射搅拌法桩装结构加固大面积地基的具体应用，它可以增加软土地基的承载能力，减少沉降量，提高边坡的稳定性。 |
| 7. | Theorems and practices both verified that , among all methods on solving pile structure under horizontal loads , divided strip finite layer method have more virtues . the results can be obtained very easily with less data and calculating accuracy can be also controlled . this method affected the bracing engineering greatly and was suitable for engineering under complex geological conditions
理论与实践证明，在解决桩结构水平抗力计算中使用条分法有限单元法具有有限单元法的优点同时具有算法简单处理数据少、可控计算精度等优点，对于支护工程有较大的指导意义，适合在地理条件复杂的深基支护工程中推广采用。 |
| 8. | According to calculating and analysis , educes the distributing laws and their correlations of horizontal displacement and stress of stabilizing pile , anchor pull and earth press in two sides of pile , including the distributing of point repel force and internal force of pile at the terminal state , providing full theoretical basis for anchor cable and stabilizing pile structure design , strength check , stability check and determination of anti - slide force for a single stabilizing pile
通过计算分析，得出了抗滑桩的水平位移、桩身应力、锚索拉力和桩侧土压力的分布规律和它们之间的相互关系以及极限状态时的桩的结点抗力和桩的内力分布规律，为锚索桩的结构设计、强度校核、稳定性校核和单桩抗滑力的确定提供了充分的理论依据，同时也提出了锚索抗滑桩计算分析的一种新方法。 |
