粉质粘土中的桩承载性能分析

应用桩静载荷试验和数学分析的方法,对粉质粘土层中的桩的承载性能进行分析研究。结果显示,粉质粘土层中的桩的侧摩阻力标准值为37.6kPa,桩的端阻力标准值可达3.34M Pa,位于粉质粘土层中的桩端阻力占桩承载力的50%±,桩为端承摩擦桩,而非纯摩擦桩,且桩的承载力较高,沉降变形小,可以满足一般建筑物的荷载需求,设计时应充分挖掘该土层的潜力。     

水管倾斜仪电灵敏度的标定调试经验

根据以往维护水管倾斜仪的一些经验，介绍了在DSQ水管倾斜仪的标定过程中，调整换能器电压灵敏度的一些技巧。     

Nonlinear Response of Single Piles in Sand Subjected to Lateral Loads using k hmax Approach

This paper presents results of analysis of full-scale pile load test data of 14 piles embedded in either loose or medium dense sands. The analysis was performed using two methods, p–y curve approach and a more recently developed k_hmax approach. Comparison of the results obtained using both the methods is also presented. A step-by-step analysis procedure is presented for predicting lateral load deflection response of single piles in sand using the k_hmax approach. The results presented show that the k_hmax approach has promise over the p–y curve approach because of its simplicity and the fact that it provides upper- and lower-bound curves, which are valuable guides to making engineering decisions. For loose sands, a new range of k_hmax values is recommended to better predict the lateral load–deflection response of single piles.     

Methodology for preliminary seismic design of extended pile‐shafts for bridge structures

Seismic design of extended pile‐shafts requires a careful consideration of the influence of the surrounding soil on the overall response of the soil–pile system. In this paper, a procedure that incorporates soil properties into the process is developed for preliminary seismic design of extended pile‐shafts. The method follows the well‐accepted approach of using a force reduction factor to determine the lateral strength of the structure. The procedure involves an iterative process to arrive at the required amount of longitudinal reinforcement. Other outcomes of the procedure include the appropriate lateral stiffness and strength, as well as an estimation of the local curvature demand and ultimate drift ratio that can be used to ensure a satisfactory lateral response. The design procedure is capable of providing reliable results for a practical range of structural and soil properties. The versatility of the procedure is illustrated using two numerical examples of extended pile‐shafts constructed in different soil sites. Copyright © 2006 John Wiley & Sons, Ltd.     

锚杆静压桩最终压桩力在砂性土中设计值探讨

锚杆静压桩托换技术施工采用分节压桩,整桩压入时压力不连续,区别于中长预制桩的压桩方式。压桩力受地层影响较为明显。特别是粘性土与砂性土中压桩,最终压桩力的大小有明显区别。在无试桩结果条件下,正确采用最终压桩力,是设计部门较为关心的问题,关系到是否满足单桩设计要求的问题。通过实例,依据基桩静荷载测试成果、小应变动测资料,对在砂性土中锚杆静压桩最终压桩力与设计单桩承载力值的关系,进行分析探讨,并在理论上作了粗浅的定性分析,本文在实际应用中,可作为取用或调整Kp值的依据。     

碎石桩复合地基设计方法的探讨

通过对碎石桩复合地基承载力和抗震液化设计的对比和分析,提出了以承载力和抗震液化相互综合考虑的设计方法。     

某工程桩基施工中的问题及其处理和预防

某工程桩基的施工采用长螺旋钻孔压灌桩后插钢筋笼施工工艺,在施工中出现了钢筋笼下插不到设计标高、埋钻等现象,对此进行了原因分析,并提出了处理和预防措施。     

真空动力固结联合扩底旋喷桩在饱和软粘土地基加固中的应用研究

针对饱和软粘土的工程特性,采用了真空动力固结联合扩底旋喷桩加固饱和软粘土地基。结合江苏某软粘土地基加固工程,在探讨其加固机理的基础上,通过对加固过程的方案设计及现场试验结果的分析和讨论,表明该法能够充分发挥强夯、真空降水及旋喷注浆各自的技术优势。该法具有工期短、造价低、预沉降可控、加固效果好等优点。进一步拓宽了饱和软粘土地基的处理方法,为我国沿海地区软粘土地基处理工程提供了新的途径。     

祁雨沟含金角砾岩筒中的冰长石-方解石组合及其矿床地质意义

通过野外地质、岩相学、拉曼光谱和电子探针分析，对祁雨沟2号和4号含金角砾岩筒中冰长石-方解石蚀变矿物组合特征进行了描述。含金角砾岩筒成矿作用分为两期：面状矿化和脉状矿化。面状矿化的蚀变主要有阳起石化、绿色黑云母化、绿泥石化、冰长石化、硅化、绿帘石化、黄铁矿化、碳酸盐化和少量的绢云母化。脉状矿化蚀变为硅化、绢云母化和少量的碳酸盐化。通过对角砾岩筒的蚀变与成矿作用关系研究，认为冰长石-方解石蚀变与含金角砾岩金成矿作用是同期，从而确定祁雨沟含金角砾岩筒是一个典型的低硫型浅成低温热液型金矿床。     

固底管桩单桩承载力的研究

通过现场对预应力管桩底部采用高压旋喷法进行加固这一新的施工工艺试验,探讨预应力管桩桩端为水泥土情况下的受力机理及提高管桩端阻力和单桩极限承载力的效果,并探讨其在天津地区的适用性。