| 1. | Working resistance and safety margin of long - wall support in shallow coal bed
浅埋煤层长壁开采支架阻力及安全界限 |
| 2. | Construction practice on composite soil nail wall support for deep foundation pit under soft soil conditions
土钉挡墙技术在深基坑支护中的应用 |
| 3. | Analysis of seismic performance for frame shear - wall supported bottom - sealed block composite masonry buildings
底部框剪封底砌块组合墙房屋抗震性能分析 |
| 4. | This was largely characterised by the bold use of new materials and simple , geometric forms , often with white walls supported by stiltlike pillars
这个很大程度上通过新材料的大胆使用和简单的几何图形表现，经常使用白墙支撑织状致密的梁。 |
| 5. | The study showed that soil - nail wall supporting technology not only supported the soil , but it had merits that the other supporting technologies did not have
结果表明：土钉墙支护技术不仅能够达到支护边坡稳定安全，而且具有其他支护方案无法比拟的优点。 |
| 6. | Application of cement mixed pile and composite soil - nailed wall support to deep foundation pit on silt - clay stratification and relevant emergency treatment in dangerous situation
水泥搅拌桩复合土钉墙支护在淤泥质粘土深基坑的应用及危机状态下的应急处理 |
| 7. | The 3d parallel super element and the methods of simplifying for calculation of the shear - wall supported by frame and core - tube are presented for practice
结合结构的实际应用，提出了空间并联超单元的简化计算思路，给出了框支剪力墙及核芯筒体的简化处理方法。 |
| 8. | Soil - nail wall supporting technology formed a gravity earth retaining wall by embedding some given size and given density slender bars and sprayed concrete in reinforced soil
摘要土钉墙支护技术通过在被加固土体内植入一定长度和密度的细长杆件与喷射混凝土面板，形成了一个类似重力式挡土墙。 |
| 9. | Based on the analysis of the stress distribution law in different districts around the self - closed and full - connected arch walling support roadway , the relationship among the limit equilibrium radius and the in - situ rock stress , the physico - mechanical properties and support parameters is obtained . the calculation formula of arch walling width design is put forward so as to provide a theoretical basis for the practical design of support
在分析自封闭全接触碹体支护巷硐周围不同区域应力分布规律的基础上，得出了围岩极限平衡区半径同巷硐所处的原岩应力，围岩本身的物理力学性质及碹体支护参数间的相互关系，提出了设计碹体厚度的计算公式，为实际进行支护设计提供了理论依据。 |
