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Regional plantar foot pressure distributions on high-heeled shoes-shank curve effects 被引量:2
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作者 Winson Lee 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2011年第6期1091-1097,共7页
Forefoot pain is common in high-heeled shoe wearers due to the high pressure caused by the center of body mass moving forward and the increased arch height with heel elevation.Sufficient arch support could reduce the ... Forefoot pain is common in high-heeled shoe wearers due to the high pressure caused by the center of body mass moving forward and the increased arch height with heel elevation.Sufficient arch support could reduce the high pressure over forefoot.However,too much arch support could lead to abnormal foot alignment and pain over midfoot.Little information is reported on the relationship among plantar arch height,shank curve design and plantar pressure.This study aimed at quantifying the plantar arch height changes at different heel heights and investigating the effect of shank curve on plantar pressure distribution.The plantar arch height increased to(7.6±1.3) mm at heel height of 75 mm.The Chinese standard suggests the depth of last should be 8.5 mm for heel height of 75 mm.When a shank curve with higher depth of last(11 mm) was used,the peak pressure over forefoot further decreased in midstance phase,which might ease the forefoot problems,while the peak pressure over midfoot increased but not exceeded the discomfort pressure thresholds.To achieve a more ideal pressure distribution in high-heeled shoes,a higher than expected depth of last would be suggested that would not cause discomfort over midfoot. 展开更多
关键词 High-heeled shoes Shank curve Plantar archheight Plantar pressure Foot biomechanics
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海相软土对刚性桩复合地基的影响机理分析 被引量:5
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作者 林志强 《岩土工程技术》 2019年第6期328-333,371,共7页
海相软土特性对刚性桩复合地基形成有很大影响,但其影响机理尚不够清晰,工程实践中常被工程相关人员所忽略,造成大量的工程质量问题。依托多个近年来典型工程实例的综合分析、研究成果,主要研究了海相软土的固结沉降、结构性、低渗透性... 海相软土特性对刚性桩复合地基形成有很大影响,但其影响机理尚不够清晰,工程实践中常被工程相关人员所忽略,造成大量的工程质量问题。依托多个近年来典型工程实例的综合分析、研究成果,主要研究了海相软土的固结沉降、结构性、低渗透性等特性对刚性桩复合地基的影响机理。结合多个工程事故实例的计算分析及现场实测数据,佐证了研究成果的合理性。研究结果认为,海相软土地区刚性桩复合地基应用时,必须充分考虑海相软土固结沉降、高灵敏度、挤土施工扰动等特性的影响,并经现场试验性施工,明确处理效果后方可实施,否则不应直接采用。由于桩端持力层不同,固结沉降引起两种典型复合地基破坏模式:如果桩端悬浮在软土层中,桩端将发生显著的向下刺入变形,桩间土发生塑性变形;如果桩端落在硬土层上,桩体将先发生强度破坏,然后桩间土破坏;宏观上则表现为复合地基沉降长期不收敛甚至出现加速下沉。因挤土施工扰动影响,被基桩挤排的海相软土可视为流体,利用流体总是向最小阻力路径流动的性质,分为三种不同排土路径:沿桩侧塑性区向上排土、沿场地内整体向上排土、沿场地周边薄弱处侧向排土。由于桩间海相软土地基承载力很低,在上部荷载作用下应保证有足够的土拱高度。提出了海相软土地区刚性桩复合地基工程实践中的应对措施及建议。 展开更多
关键词 海相软土 复合地基 固结沉降 土的结构性 施工扰动 土拱高度
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