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平底大头沉管灌注桩的沉管性状、变径效应及承载特性
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作者 史佩栋 傅振球 +1 位作者 詹笑颖 宰金璋 《工业建筑》 CSCD 北大核心 1996年第5期36-42,共7页
十余年工程应用和试验研究表明在沉管灌注桩中采用预制混凝土平底大头以代替普通圆锥形桩靴的新桩型适合于软土地区具有浅埋的良好持力层地质条件下应用.它的扩底明确可靠,沉管并不困难,施工工艺和工效,与普通沉管桩基本相同。在成... 十余年工程应用和试验研究表明在沉管灌注桩中采用预制混凝土平底大头以代替普通圆锥形桩靴的新桩型适合于软土地区具有浅埋的良好持力层地质条件下应用.它的扩底明确可靠,沉管并不困难,施工工艺和工效,与普通沉管桩基本相同。在成层土条件下,这种桩存在“变径效应”,使桩身呈多节状,且在桩下段形成复合扩大头,因而其侧阻与普通沉管桩相比有增无减,端阻大为提高。单桩承载力在较厚(≥6m)粉土、砂士持力层中比普通沉管桩增加1倍以上,在粘性土中增加40%以上。用桩数量比普通沉管桩减少约1/3至1/2。它的群桩效应轻微,沉降小,稳定快。已在浙江、江苏等地用于各类多层至十余层民用建筑和工业厂房,累计建筑面积数10万m2;及烟囱、水塔等构筑物。 展开更多
关键词 沉管灌注桩 变径效应 承载力 沉降
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Hybrid particle filtering algorithm for GPS multipath mitigation 被引量:2
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作者 郑南山 蔡良师 +1 位作者 卞和方 林聪 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2014年第5期1554-1561,共8页
An altemative algorithm for mitigating GPS multipath was presented by integrating unscented Kalman filter (UKF) and wavelet transform with particle filter. Within consideration of particle degeneracy, UKF was taken ... An altemative algorithm for mitigating GPS multipath was presented by integrating unscented Kalman filter (UKF) and wavelet transform with particle filter. Within consideration of particle degeneracy, UKF was taken for drawing particle. To remove the noise from raw data and data processing error, adaptive wavelet filtering with threshold was adopted while data preprocessing and drawing particle. Three algorithms, named EKF-PF, UKF-PF and WM-UKF-PF, were performed for comparison. The proposed WM-UKF-PF algorithm gives better error minimization, and significantly improves performance of multipath mitigation in terms of SNR and coefficient even though it has computation complexity. It is of significance for high-accuracy positioning and non-stationary deformation analysis. 展开更多
关键词 particle filtering wavelet transformation global positioning system (GPS) multipath mitigation
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Primary and recency effects based on loading path in classical plasticity 被引量:2
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作者 GAO Yue SHAO Fei +3 位作者 FAN Peng-xian XU Qian GU Juan WANG Shang-long 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第9期2592-2605,共14页
We have established an elastoplastic analysis model to explore the effect of loading path in an incompressible thin-walled tube under the combined action of axial force and torque based on Mises yield condition and is... We have established an elastoplastic analysis model to explore the effect of loading path in an incompressible thin-walled tube under the combined action of axial force and torque based on Mises yield condition and isotropic linear hardening assumption.Further,four stress areas(σx,τx)are divided according to the characteristics of the final stress,and the plastic stress-strain relationship of twelve stress paths in different stress areas is derived.The"primary effect"of the stress path on plastic strain is demonstrated,namely,the plastic strain caused by the pre-loaded stress in path A(tensile stress is initially applied,followed by shear stress)is always greater than that caused by the post-loaded stress in path C(shear stress is initially applied,followed by tensile stress)irrespective of the value of final stress.The"recency effect"of the strain path on the stress is also established,which indicates that the stress caused by the post-loaded strain in path A is always greater than that caused by the pre-loaded strain in path C irrespective of the value of final strain.From the perspective of deformation,the"primary effect"of the stress path on the plastic strain and the"recency effect"of the strain path on the stress are unified.These effects are succinct and universal,and they provide useful insights on the plastic stress-strain relationship under different loading paths.Furthermore,they can serve as a useful reference for optimizing the processing technologies and construction procedures. 展开更多
关键词 isotropic linear hardening stress path strain path primary effect recency effect
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