| 1. | Test study on distribution of base pressure of rigid pipe on flat soil foundation
平面土基刚性圆管基底压力分布的试验研究 |
| 2. | Effects on final ground settlement with distribution forms of the contact pressure
基底压力的分布形式对地基最终沉降量的影响 |
| 3. | Dynamic plantar pressure characteristics of normal children before school age in gait
正常学龄前儿童步行时的动态足底压力特征 |
| 4. | Effectiveness of the diabetic foot therapeutic footwear in decreasing the foot sole pressure in diabetic patients
糖尿病足治疗鞋减轻了足底压力 |
| 5. | Dynamic analysis on force distribution of foot during walking for young female wearing different kind of shoes
青少年女性穿不同鞋行走时足底压力分布研究 |
| 6. | The design process of the piezoelectric force sensor in the insole plantar pressure distribution measurement system was introduced
摘要介绍了鞋垫式足底压力分布测量系统中压电陶瓷力传感器的设计过程。 |
| 7. | The modified pdr method is used to design a practical projects . although the calculated average displacement of the building is less than the actual measurement . it is acceptable
对某工程实例进行了现场试验，测试了基底压力和桩顶反力，并对该工程作了沉降观测。 |
| 8. | Locomotion study laboratory focuses research on normal and pathological human motion and foot pressure analysis , functional evaluation of limb prosthesis and orthotics , parametric analysis of prosthetics alignment , motion - aid device functional analysis , motor control study
动作分析实验室：专门研究正常与有疾病之人体动作与足底压力分析；下肢义肢与支架辅具功能评估；义肢校正参数标准化研究；行动辅助器功能评估；神经控制动作分析。 |
| 9. | Abstract : based on the in - situ pressure - grouting experiments and the full - scale pile tests of xinxiang and ligou and yangzhou bridges , the process and effect of jet pressure - grouting are presented in this paper . the mechanism of increasing the performance of bored piles by grouting is also analyzed . an engineering experience of applying the new technique is presented in the paper
文摘:根据新乡、巩县及扬州等地钻孔灌注桩桩底压力灌浆现场试验和桩的静载试验，介绍了桩底压力灌浆的工艺及压力灌浆的效果，并对压力灌浆提高钻孔灌注桩承载力的机理进行了分析，对其推广应用作了介绍。 |
| 10. | The paper draws some valuable conclusions : the limited bearing capacity of manual excavation filling pile is much higher than the limited bearing capacity of machine drilled filling pile ; through grouting injection around the pile shaft , the pile bearing capacity can be effectively improved ; proportion of resistance force around the pile side in total load is much larger than that of pressure on the pile tip , and the intensity of resistance force around the pile side is 30 - 50kpa on average
得出一些有价值的结论：人工挖孔灌注桩的极限承载力明显高于钻孔灌注桩的极限承载力；地下水位对桩基承载力有显著影响；利用桩侧注浆可有效提高桩的承载力；桩侧摩阻力所占总荷载的比例远大于桩底压力，桩侧土的摩阻强度平均值为30 50kpa 。 |
