苏通大桥超长桩桩底后压浆试验及效果

在苏通大桥松散软弱的地层条件,实施超长（〉100 m）、超大（2.5 m）摩擦桩桩底后压浆工程,在我国是首次运用。结合工程实践,就压浆工程的设计、施工的技术要点进行全面介绍。通过对钻孔取样分析,指出浆液初凝时间地表实验与地下实际存在较大差异;通过施工体验,结合取样显示的浆液扩散渗透状况,提出可渗透地层以注浆量为控制参数,压力不列为控制参数的思路。     

后注浆桩单桩极限承载力与其影响因素的分析

随着城市开发的速度越来越快,土地也日益变得珍贵,高层建筑得到了快速发展,为了满足高层建筑物越来越大的结构荷载的需要,桩长和桩直径也变得越来越大。在不大幅增加成本的前提下,后注浆技术提高了钻孔灌注桩的单桩承载力,并降低了建筑物的沉降,因此得到了更广泛的应用。简要介绍了后注浆工艺的承载力提高机理及几个工程实例,分析了注浆前后单桩极限承载力变化情况及部分影响因素,为普及应用积累了一些素材。     

Regional Tectonic Transformation in East Kunlun Orogenic Belt in Early Paleozoic: Constraints from the Geochronology and Geochemistry of Helegangnaren Alkali-feldspar Granite

The Helegangnaren feldspar granite exposed in the eastern part of East Kunlun, is characterized by high concentrations of SiO2 and alkaline, low abundances of Fe, Mg and Ca, metaluminous-weak peraluminous. Trace elements analysis shows that the granite is depleted extremely in Ba, Sr and Eu, and rich in some large-ion lithophile elements and high field strength elements. Besides, the granite has high Ga contents, the values of 104(Ga/Al) vary from 2.50 to 2.77, which is mainly greater than the lower limit of A-type granites (2.6), and is higher than the I- and S-type granites’ average (2.1 and 2.28, respectively). Rare earth element (REE) is characterized by relatively high fractionations of light REE (LREE) and heavy REE (HREE) (LREE/HREE=9.3–13.60, (La/Yb)N=10.92–18.02), pronounced negative Eu anomalies (δEu=0.08–0.13), and exhibits right-dipping gull pattern. Major elements, rare elements and trace elements features show the granite is ascribed to A-type granite and A2 subtype in tectonic genetic type. They are plotted into post-collision or within-plate area in a variety of tectonic discriminations. Geological and geochemical data comprehensively suggest that the granite is formed in a post-collision extensive tectonic setting. Laser ablation inductively coupled plasma mass spectrometry (LA-ICP-MS) zircon U-Pb dating yields a weighted mean age of 425?Ma, belonging to Middle Silurian, which is similar to the age of the post-collision geological events in the region. The differences of magmatic rocks in formation age, rocks assemblage and rocks series systematically indicate that the regional tectonic stress regime in the East Kunlun orogenic belt experienced a major transformation from compress to extension in Middle Silurianin, and the Helegangnaren feldspar granite intruded in the early stage of tectonic transformation.     

Post‐quake decision analysis using dynamic programming

We introduce a general decision analysis procedure based on stochastic dynamic programming in the post‐quake aftershock environment. The damage sustained by the building due to the mainsheet, the time‐varying aftershock rates and the potential for further damage progression in the post‐quake environment are all factors taken into consideration in the proposed methodology. This procedure enables the optimal decision after the mainshock to be selected based on the minimization of expected financial losses, subject to a constraint on a minimal level of individual life‐safety, using a consistent probabilistic framework to explicitly quantify the uncertainties in the variables. Copyright © 2008 John Wiley & Sons, Ltd.     

Seismic self‐centering steel beam‐to‐column moment connections using bolted friction devices

This paper first presents the force–deformation relationship of a post‐tensioned (PT) steel beam‐to‐column connection constructed with bolted web friction devices (FDs). This paper then describes the test program conducted in the National Center for Research on Earthquake Engineering, Taiwan, on four bolted FDs and four full‐scale PT beam‐to‐column moment connection subassemblies using the FDs. Tests confirm that (1) the hysteretic behavior of four bolted FDs is very stable, (2) the friction coefficient between the steel plate and the brass shim is about 0.34, (3) the proposed force–deformation relationships reasonably predict the experimental responses of the PT connections under cyclically increasing deformations up to a beam peak rotation of 0.05 rad, and (4) the decompression moments do not degrade as beam cyclic deformations increase. Copyright © 2007 John Wiley & Sons, Ltd.     

Seismic design and response evaluation of unbonded post‐tensioned hybrid coupled wall structures

This paper presents an analytical investigation on the seismic design and response of coupled wall structures that use unbonded post‐tensioned steel coupling beams. Both monolithic cast‐in‐place reinforced concrete wall piers and precast concrete wall piers are considered. Steel top and seat angles are used at the coupling beam ends for energy dissipation. The seismic design of prototype structures to achieve target displacement‐based performance objectives is evaluated based on nonlinear static and dynamic time history analyses. Additional recommendations are provided on shear design. Comparisons with ‘conventional’ structures that use embedded steel coupling beams as well as isolated walls with no coupling are provided. The results indicate that while the peak lateral displacements of unbonded post‐tensioned coupled wall structures are larger than the peak displacements of structures with embedded beams, the residual displacements are significantly reduced as a result of the restoring effect of the post‐tensioning steel. Copyright © 2008 John Wiley & Sons, Ltd.     

竖向排水井地基工后沉降预测

预测工后沉降是排水固结预压加固软土地基的关键问题之一。根据等应变竖向排水井地基固结理论,提出了沉降曲线的近似计算方法。通过实测沉降资料与近似理论曲线的拟合,获得竖向排水井地基的最终沉降量和平均固结度,从而预估其工后沉降量。将该方法分别应用于真空预压和堆载预压处理的竖井地基,进行工后沉降预测,结果表明该方法是可行的     

南黄海＆SDP102孔冰消期以来的重矿物组合特征

利用１９９５年中韩合作项目在黄海东部海域获得的ＹＳＤＰ１０２钻孔岩心,选取了２８个样品进行了矿物学的分析与测试,共发现矿物２４种,其中重矿物２０种,组合为绿泥石、云母、绿帘石、角闪石、石榴子石。结果显示重矿物组合及物质来源比较稳定,主要是冰消期以来海侵过程对陆架上早期沉积物的改造,其次是各种海洋动力对对陆架基岩的侵蚀所形成的沉积物,在垂向上可以分成３个矿物段,这３个矿物段与沉环境密切相关。     

中国桐柏大别构造带变质演化的岩石学证迹

桐柏大别构造带是秦岭造山带的东延部分，经历过多期次不同体制的构造运动，现今的桐柏大别山区是由一系列变质地体拼合而成，地体与地体之间为断层或韧性剪切带所围限各地体有自身变质变形史和PTt轨迹，但却有着碰撞造山带所共有的后造山抬升过程。本文揭示了随县群、红安岩群及大别杂岩中柯石英榴辉石、蓝晶铝直闪石片岩及紫苏石榴黑云母片麻岩的退变质再平衡结构特点。报道了大别山麻粒岩相变质年龄为1699Ma。各类岩石减压退变质再平衡结构，标志着后造山的隆升过程及其对桐柏大别构造带变质演化的启示。