扬子板块东北缘中元古代的大地构造划分

扬子板块东北缘存在四条主要的中元古代变质带,自南向北依次为江南变质带、沿江变质带、云台一张八岭变质带和连云港一泗阳变质带。它们分别为中元古代的古弧后盆地、火山岛弧、裂谷及弧前盆地,扬子板块东北缘中元古代为活动大陆边缘构造体系。苏（北）胶（南）变质造山带应解体,其中一部分属扬子大陆边缘体系。     

Pseudo‐dynamic test of a full‐scale CFT/BRB frame—Part II: Seismic performance of buckling‐restrained braces and connections

This paper is Part II of a two‐part paper describing a full‐scale 3‐story 3‐bay concrete‐filled tube (CFT)/buckling‐restrained braced frame (BRBF) specimen tested using psuedo‐dynamic testing procedures. The first paper described the specimen design, experiment, and simulation, whereas this paper focuses on the experimental responses of BRBs and BRB‐to‐gusset connections. This paper first evaluates the design of the gusset connections and the effects of the added edge stiffeners in improving the seismic performance of gusset connections. Test results suggest that an effective length factor of 2.0 should be considered for the design of the gusset plate without edge stiffeners. Tests also confirm that the cumulative plastic deformation (CPD) capacity of the BRBs adopted in the CFT/BRBF was lower than that found in typical component tests. The tests performed suggest that the reduction in the BRB CPD capacities observed in this full‐scale frame specimen could be due to the significant rotational demands imposed on the BRB‐to‐gusset joints. A simple method of computing such rotational demands from the frame inter‐story drift response demand is proposed. This paper also discusses other key experimental responses of the BRBs, such as effective stiffness, energy dissipation, and ductility demands. Copyright © 2008 John Wiley & Sons, Ltd.     

Buruanga peninsula and Antique Range: Two contrasting terranes in Northwest Panay,Philippines featuring an arc–continent collision zone

Alternating chert–clastic sequences juxtaposed with limestone blocks, which are units typical of accretionary complexes, constitute the Buruanga peninsula. New lithostratigraphic units are proposed in this study: the Unidos Formation (Jurassic chert sequence), the Saboncogon Formation (Jurassic siliceous mudstone–terrigenous mudstone and quartz‐rich sandstone), the Gibon Formation (Jurassic(?) bedded pelagic limestone), the Libertad Metamorphics (Jurassic–Cretaceous slate, phyllite, and schist) and the Buruanga Formation (Pliocene–Pleistocene reefal limestone). The first three sedimentary sequences in the Buruanga peninsula show close affinity with the ocean plate stratigraphy of the North Palawan terrane in Busuanga Island: Lower–Middle Jurassic chert sequences overlain by Middle–Upper Jurassic clastics, juxtaposed with pelagic limestone. Moreover, the JR5–JR6 (Callovian to Oxfordian) siliceous mudstone of the Saboncogon Formation in the Buruanga peninsula correlates with the JR5–JR6 siliceous mudstone of the Guinlo Formation in the Middle Busuanga Belt. These findings suggest that the Buruanga peninsula may be part of the North Palawan terrane. The rocks of the Buruanga peninsula completely differ from the Middle Miocene basaltic to andesitic pyroclastic and lava flow deposits with reefal limestone and arkosic sandstone of the Antique Range. Thus, the previously suggested boundary between the Palawan microcontinental block and the Philippine Mobile Belt in the central Philippines, which is the suture zone between the Buruanga peninsula and the Antique Range, is confirmed. This boundary is similarly considered as the collision zone between them.     

沿高度变刚度复合墙板结构弹塑性分析

本文研究沿高度变刚度混凝土灌芯纤维石膏墙板结构(以下简称复合墙板结构)在水平荷载作用下的受力机理,建立简化计算模型,推导出了复合墙板结构的受力破坏路径,并建立了各阶段内力计算方法及计算公式。通过实例计算,得到沿高度均匀结构以及非均匀结构在水平荷载情况作用下位移的曲线与非均匀结构的受力破坏路径。结果表明,沿高度适当改变灌芯方式,侧移曲线更趋合理;各区段结构破坏路径均是石膏板先开裂且先达到极限状态。     

京珠高速许漯段路基干拌水泥碎石桩加固研究

干拌水泥碎石桩是一项施工快速、不开挖路基的新型加固技术。针对京珠高速公路许漯段出现大量路基病害,采用此桩型进行加固处理。试验桩长为5.0 m,成孔直径为150 mm,间距为1.0 m×1.0 m,每层虚填料为25 cm,夯距为1.0 m,用120 kg重锤,分别对每层夯实10、8、7击的3根桩进行载荷试验,然后对每层夯实8、7击的2根桩进行重Ⅱ型动力触探试验。根据试验结果对比分析每层夯7击,单桩极限承载力达400 kPa,效果最优。通过地质雷达测试和室内土工试验对比分析加固前后路基土体变化,加固后路基不均匀变形减小,土体有效重度增加,含水率有所减少,桩体的吸水排水效果明显,桩的夯实挤密作用良好,路基的承载力和变形性能得到改善。经过桩加固后1年运行观测,加固后路段没有再次出现翻浆、叽泥等病害,表明此桩型加固高速公路路基效果显著。     

武昌地区含粘性土粉砂承载力探讨

以武昌某高层建筑群岩土工程勘察为例,采用规范查表、理论公式计算、现场载荷试验等方法,并结合物理力学指标特征对含粘性土粉砂的承载力进行分析,结果表明：武昌地区含粘性土粉砂是一种有别于一般粉砂、粉土和粘性土的混合土,在工程性质上,它更接近于粘性土而非粉砂。含粘性土粉砂承载力的确定方法应以现场载荷试验和理论公式计算为主,且计算结果与载荷试验结果应具可比性。     

基于蚁群算法的含水层参数识别方法

根据渗流场的水头和流量观测数据,建立了基于蚁群算法的地下含水层参数识别方法,含水层参数识别反问题的不适定性由解的不唯一性和不稳定性所表征。与传统的基于梯度的优化方法相比较,对于参数识别反问题蚁群算法能够收敛到全局最优解。为了将蚁群算法引入到参数识别反问题,介绍了一些数值算例,并且将参数识别结果与数值模拟结果进行了比较。研究表明,所提出的参数识别方法具有鲁棒性、全局收敛性和抗观测噪音的能力。     

龙潭隧道围岩收敛变形灰色系统预测模型

基于龙潭隧道开挖过程中的围岩收敛变形资料,通过对具有一定随机离散性和波动性的位移-时间顺序的数据列进行累加处理,建立了GM(1,1)灰色预报模型,预测了围岩收敛变形的未来趋势,并对预测位移进行一次累减,得到位移速率预测公式,预测围岩收敛趋于稳定的时间。两个断面的预测值和实测值的比较结果表明所建预测模型可取得比较好的效果。     

关于层状岩体变形试验的建议方法

传统的岩体承压板法变形试验以假定岩体为半无限均质弹性介质为前提,只能得出一个综合（等效）的弹性（或变形）模量,对于水电工程中经常遇到的薄的软弱层带的模量不能测定。为此,需要在传统的岩体变形承压板法试验的基础上发展淅的层状岩体承压板法变形试验,它可以利用分层弹模计算的方法测定出软弱层带及其他各个岩层的模量,是岩石力学试验方法上的一次突破。笔者将首次系统地介绍这种新的试验原理、实施、分层弹模计算方法和工程应用。     

Error propagation in equations for geochemical modeling of radiogenic isotopes in two-component mixing

This paper presents error propagation equations for modeling of radiogenic isotopes during mixing of two components or end-members. These equations can be used to estimate errors on an isotopic ratio in the mixture of two components, as a function of the analytical errors or the total errors of geological field sampling and analytical errors. Two typical cases (“Small errors” and “Large errors”) are illustrated for mixing of Sr isotopes. Similar examples can be formulated for the other radiogenic isotopic ratios. Actual isotopic data for sediment and basalt samples from the Cocos plate are also included to further illustrate the use of these equations. The isotopic compositions of the predicted mixtures can be used to constrain the origin of magmas in the central part of the Mexican Volcanic Belt. These examples show the need of high quality experimental data for them to be useful in geochemical modeling of magmatic processes.