New Types of Wharf Structures in Chiwan Port

- A bold innovation was carried out for the structural type of wharves in line with local conditions in Chiwan Port, in which a group of wharves with novel structures have been built in this port during the past ten years.     

某建筑工程黄土地基处理方案比较分析

西安某建筑工程结构复杂,平面不规整,荷载要求差异大,为自重Ⅲ级湿陷性黄土地基。根据岩土工程资料和上部荷载要求,分析本地常用的地基处理方案,并进行经济性、安全性和可行性比较,提出要根据不同的地基土参数和上部荷载要求,安全、经济、灵活地选择地基处理方案。考虑到统一工艺和施工的方便性,最终采用灰土挤密桩复合地基和桩基础方案。同时,对工程实施过程中具体的参数选择、注意事项也进行了阐述,为同类地基处理提供了参考。     

Influences of axial load on the lateral response of single pile with integral equation method

This article revisits the influences of axial load on the lateral response of single pile with integral equation method. The problem is formulated by decomposing the pile soil system into an extended elastic soil and a fictitious pile, the former of which is analyzed by making use of the fundamental Mindlin's solution for a concentrated horizontal load whereas the latter is modeled by the conventional beam bending theory. According to the rotation compatibility condition between the fictitious pile and the extended soil, a Fredholm integral equation of the second kind is established with the shear strain and rotation angle of the fictitious pile being the basic unknowns. The bending moment and displacement distribution along the pile are subsequently obtained. Comparison with existing solutions validates the accuracy and applicability of the present formulation. The results of parametric analysis indicate that the influences of axial load on the lateral response of single piles could be significant, and in general, the bending moment and horizontal displacement distributions along the pile increase considerably with the increase of axial load. Copyright © 2011 John Wiley & Sons, Ltd.     

卸荷式板桩高桩梁板码头结构土压力简化计算

河网地区的淤泥层一般较厚,强度较低,在这些地区新建或扩建码头时需对边坡进行大面积的开挖、换填,工程造价高,采用卸荷式板桩墙高桩梁板码头结构可以很好地解决,但目前关于这种码头结构型式的土压力计算研究非常少。借鉴遮帘板桩码头的土压力计算方法,分析探讨了该新型结构的土压力计算方法。计算中对结构进行分区处理,利用非极限状态土压力理论计算板桩河侧及灌注桩陆侧的土压力,同时考虑土拱效应和卸荷板的卸荷作用,以及平行墙理论,推导计算板桩陆侧及灌注桩河侧的土压力,最后将简化计算结果与离心模型试验结果及有限元数值分析结果进行对比,对比分析表明,该简化计算方法有一定的可行性,可供工程设计参考。     

影响钻孔灌注桩成桩质量的工艺因素

分析了影响钻孔灌注桩成桩质量的桩孔超径、泥浆性能、桩头出现的杂质砼、砼的可灌性等因素,同时提出了解决问题的办法,且从砼的配制到灌注均提出了具体看法,供讨论。     

第四系土层大直径超长桩的承载特性

在没有良好的持力层 (基岩或砂、卵石层 )和成熟经验可借鉴的情况下 ,对第四系土层大直径超长桩 (钻孔灌注桩 )的承载特性进行了分析。并以分析结果为依据 ,预估单桩承载力 ,结果与静力试桩结论相吻合。     

西安市某工程钢筋混凝土钻孔灌注桩试桩试验研究

以西安市某建设工程钢筋混凝土钻孔灌注桩试桩试验丰富的观测资料为依据,对试桩试验测试的桩孔质量和桩身完整性进行了分析和评价;通过计算和分析研究确定了试桩单桩竖向抗压极限承载力、桩周土极限侧阻力和桩端阻力等参数。该研究试验确定的各层桩周土极限侧摩阻力和单桩极限承载力比《建筑桩基技术规范》(JGJ94-94)和该工程岩土勘察报告提供的建议值分别高约10%～60%和50%;而本次试验条件下测试的桩顶荷载主要由桩侧阻力承担,而桩端阻力未充分发挥,只发挥了约20%～60%。通过对试桩试验测试结果的分析研究,建议该办公楼钢筋混凝土钻孔灌注桩桩长可比设计桩长减少5m,节约大量资金,又节省工期,将取得良好的效益。     

后压浆灌注桩在天津超高层建筑基础中的应用分析 张慧

阐述了后压浆技术补强灌注桩的基本原理,并以中海公园城项目为例,介绍后压浆灌注桩在天津软土地区超高层建筑基础中的实践应用,最后通过静荷载实测数据对比分析后压浆灌注桩在提高承载力和降低成本方面的优越性。     

Compressibility and permeability of sand–kaolin mixtures. Experiments versus non‐linear homogenization schemes

This study deals with the behaviour of mixtures of sand and saturated kaolin paste considered as composite materials made of permeable and deformable (with non‐linear behaviour) matrix (the kaolin paste) with rigid and impervious inclusions (the sand grains). Oedometric and permeability tests highlight the key role of the state of the clay paste, and show the existence of a threshold of sand grain concentration above which a structuring effect influences both compressibility and permeability. At the light of these experiments two homogenization schemes (with simplifying assumptions to make the problem manageable) are considered to model these two parameters. Qualitative and quantitative comparisons with experimental data point out their respective domain of interest and limitations: a tangent homogenization scheme is shown to be sufficient to describe the macroscopic properties for dilute sand concentration; above the concentration threshold, the structuring effect is captured by the new homogenization scheme developed in this paper. Copyright © 2010 John Wiley & Sons, Ltd.     

桩自平衡测试技术

简述了桩自平衡测试法的原理、荷载转化方法,探讨了上段桩、下段桩、单桩极限承载力确定存在的问题。对青岛市某工程的桩自平衡测试结果表明,桩自平衡测试技术具有具有试验装置简单、投资较低、缩短测试时间、测试结果可靠等优点,广泛应用于钻孔灌注桩,人工挖孔桩、沉管灌注桩,是一种很有发展前景的桩基测试技术。