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冻结粉质粘土中锥形桩弹性阶段挤扩效应的研究 被引量:8
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作者 邱明国 徐学燕 +1 位作者 李海山 常小晓 《冰川冻土》 CSCD 北大核心 2002年第5期668-671,共4页
20世纪 70年代 ,在原苏联的乌克兰地区 ,用锥形桩作基础建造了大量的多层或高层住宅 ,取得了显著的经济效益 .我国的科技人员于 2 0世纪 80年代初期也开始了这方面的研究 ,并于河北省的保定地区进行了试点工作 .但在冻土中采用锥形桩作... 20世纪 70年代 ,在原苏联的乌克兰地区 ,用锥形桩作基础建造了大量的多层或高层住宅 ,取得了显著的经济效益 .我国的科技人员于 2 0世纪 80年代初期也开始了这方面的研究 ,并于河北省的保定地区进行了试点工作 .但在冻土中采用锥形桩作基础 ,迄今为止还未有报道 .通过对冻结条件下粉质粘土中锥形桩在竖向荷载作用下弹性阶段挤扩效应的分析 ,根据厚壁圆筒受均匀内压时的弹性理论解答 ,计算出了冻结条件下粉质粘土中锥形桩侧表面在弹性阶段末期的挤扩应力值 ,并根据锥形桩模型在竖向快速加荷条件下的试验资料 ,验证了公式的正确性 ,结果令人满意 . 展开更多
关键词 冻结粉质粘土 锥形桩 挤扩应力 竖向荷载作用
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Extrusion force analysis of aluminum pipe fabricated by CASTEX using expansion combination die 被引量:2
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作者 曹富荣 温景林 +3 位作者 丁桦 王昭东 于传平 夏飞 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2014年第11期3621-3631,共11页
To determine the extrusion force of pipe fabricated by continuous casting and extrusion (CASTEX) using an expansion combination die, the metallic expansion combination die was divided into diversion zone, expansion zo... To determine the extrusion force of pipe fabricated by continuous casting and extrusion (CASTEX) using an expansion combination die, the metallic expansion combination die was divided into diversion zone, expansion zone, flow dividing zone, welding chamber, and sizing zone, and the corresponding stress formulae in various zones were established using the slab method. The deformation zones of CASTEX groove were divided into liquid and semisolid zone, solid primary gripping zone, and solid gripping zone, and the formulae of pipe extrusion forces were established. Experiments were carried out on the self-designed CASTEX machine to obtain the aluminum pipe and measure its extrusion force using the expansion combination die. The experimental results of radial extrusion force for aluminum pipe are in good agreement with the calculated ones. 展开更多
关键词 continuous casting and extrusion continuous extrusion expansion combination die aluminum pipe stress analysis extrusion force
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Torsional dynamic response of tapered pile considering compaction effect and stress diffusion effect 被引量:10
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作者 GUAN Wen-jie WU Wen-bing +2 位作者 JIANG Guo-sheng CHIN Jian Leo DENG Guo-dong 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第12期3839-3851,共13页
Considering both the compaction effect of pile surrounding soil and the stress diffusion effect of pile end soil,this paper theoretically investigates the torsional vibration characteristics of tapered pile.Utilizing ... Considering both the compaction effect of pile surrounding soil and the stress diffusion effect of pile end soil,this paper theoretically investigates the torsional vibration characteristics of tapered pile.Utilizing the complex stiffness transfer model to simulate compaction effect and tapered fictitious soil pile model to simulate stress diffusion,the analytical solution for the torsional impedance at tapered pile top is obtained by virtue of Laplace transform technique and impedance transfer method.Based on the present solution,a parametric study is conducted to investigate the rationality of the present solution and the influence of soil and pile properties on the torsional vibration characteristics of tapered pile embedded in layered soil.The results show that,both the compaction effect and stress diffusion effect have significant influence on the torsional vibration characteristics of tapered pile,and these two factors should be considered during the dynamic design of pile foundation. 展开更多
关键词 tapered pile compaction effect stress diffusion effect complex stiffness transfer model tapered fictitious soil pile model
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