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抛石地层刚-塑性混凝土咬合桩支护结构反分析 被引量:2
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作者 莫若瑜 柳卓民 黄向平 《湖南交通科技》 2021年第3期162-168,共7页
以蛇口邮轮中心基坑支护工程为背景,对基于抛石回填的地基内基坑支护结构位移实测结果进行反分析,论证了刚-塑性混凝土咬合桩的可行性。本文介绍了刚-塑性混凝土咬合桩的受力特点和设计计算方法,并采用三维有限元分析方法对二维设计软... 以蛇口邮轮中心基坑支护工程为背景,对基于抛石回填的地基内基坑支护结构位移实测结果进行反分析,论证了刚-塑性混凝土咬合桩的可行性。本文介绍了刚-塑性混凝土咬合桩的受力特点和设计计算方法,并采用三维有限元分析方法对二维设计软件计算结果进行补充分析,与实测资料相验证,找到切实可行的参数选取和设计方法,可为临海地区的深基坑支护工程设计及施工提供参考依据。 展开更多
关键词 刚-塑性混凝土 咬合桩 基坑支护 三维模拟分析 位移
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Rigid-Plastic Dynamic Response of Reinforced Concrete Bridge Pier Impacted by Automobile 被引量:4
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作者 ZHENG Xiaoning DIAO Bo YE Yinghua 《Transactions of Tianjin University》 EI CAS 2006年第B09期254-257,共4页
Bridge piers are impacted by autos sometimes. The pier usually has not been destroyed after once impact by auto. But there are few research on damage which will affect pier's capability, and most relative studies ... Bridge piers are impacted by autos sometimes. The pier usually has not been destroyed after once impact by auto. But there are few research on damage which will affect pier's capability, and most relative studies have focused the problems on piers impacted by vessels. The methods involve mainly sutra experience theory, numerical analysis, and experimental method. Owing to the complicacy of the bridge pier impacted by a vessel, there are few research derived with the sutra mechanics model and the piers impacted by autos. The dynamic response is studied here under the assumption of the rigid-plastic small-deformation for the pier impacted by auto. According to the Parkes beam model, the rigid-plastic theoretical solution is deduced. The final deformation is calculated by a practical example for the pier impacted by auto. 展开更多
关键词 IMPACT PIER RIGID-PLASTIC dynamic response
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