柔性基础下刚性桩复合地基沉降分析

以剪切位移法为基础,假定桩周摩阻力与桩-土相对位移之间为弹塑性关系,推导了柔性基础下刚性桩复合地基的沉降计算公式;通过算例,探讨了桩顶沉降、桩身应力、桩周摩阻力、中性层等分布规律,并将中性层位置及桩端应力等计算结果与有限元及差分计算结果比较,得到了相一致的结论,证明了所采用方法的正确性。     

GCL与CCL复合衬垫的等效性分析

土工合成材料粘土衬垫(GCL)与土工膜(GM)形成的复合衬垫在垃圾填埋场中的应用日益广泛.我国规范中允许在特殊情况下用GCL代替压实粘土(CCL)做垃圾填埋场的衬垫,但是对于"特殊情况"没有明确说明.本文采用数值方法对复合衬垫中无机污染物的对流和扩散进行了计算,从衬垫底部污染物通量和累积量两个角度对GCL复合衬垫和CCL复合衬垫阻滞污染物运移的效果进行了比较,分析两种复合衬垫的等效性,并研究了GCL复合衬垫的适用范围.结果表明,当渗滤液水头较高时,GCL复合衬垫体现出其优势.     

厚垫层-砂桩复合地基现场试验研究

以瓯江北口大桥南锚碇巨型沉井场地地基处理为科研背景,研究厚垫层-砂桩复合地基的适用性及其承载力的影响因素,针对不同的垫层材料、垫层厚度和砂桩间距共进行了9组静载试验。为得到砂桩施工对周围已完成砂桩的影响程度,还进行了砂桩施工相互影响试验。试验结果表明：厚垫层-砂桩加固软土地基效果非常好,是大型沉井地基处理较为理想的方式;垫层含水率、垫层材料和垫层厚度对其承载力的影响程度均大于砂桩间距;砂桩施工过程对周围已完成砂桩的影响和对周围土体的影响具有很大差别,利用传统沉桩挤土理论分析砂桩施工对周围已完成砂桩的影响将产生较大偏差;砂桩施工对周围已完成砂桩会产生较大影响,最大影响范围主要集中在地表以下1/3桩长范围内,影响程度与土层的种类和性质有密切关系,土性越好,影响程度越小;可利用增大砂桩间距和已有砂桩的阻隔效应减小影响程度。     

Mesozoic and early Cenozoic tectonic convergence-to-rifting transition prior to opening of the South China Sea

We have investigated Mesozoic geological problems around the South China Sea (SCS) based on gravimetric, magnetic, seismic, and lithofacies data. Three-dimensional analytical signal amplitudes (ASA) of magnetic anomalies clearly define the inland tectonic boundaries and the residual Mesozoic basins offshore. The ASA suggest that the degree of magmatism and/or the average magnetic susceptibility of igneous rocks increase southeastwards and that late-stage A-type igneous rocks present along the coast of southeast China possess the highest effective susceptibility. The geophysical data define Mesozoic sedimentary and tectonic structures and reveal four major unconformities [Pz/T–J, T–J/J, J/K, and Mesozoic/Cenozoic (Pz, Palaeozic; T, Triassic; J, Jurassic; K, Cretaceous)], corresponding to regional tectonic events revealed by nine palaeogeographic time slices based on prior geological surveys and our new fieldwork. Showing both sedimentary and volcanic facies and regional faults, our palaeogeographic maps confirm an early Mesozoic northwestward-migrating orogeny that gradually obliterated the Tethyan regime, and a middle-to-late Mesozoic southeastward migration and younging in synchronized extension, faulting, and magmatism. Three major phases of marine deposition developed but were subsequently terminated by tectonic compression, uplift, erosion, faulting, rifting, and/or magmatism. The tectonic transition from the Tethyan to Pacific regimes was completed by the end of the Middle Triassic (ca. 220 Ma), reflecting widespread Mesozoic orogeny. The transition from an active to a passive continental margin occurred at the end of the Early Cretaceous (ca. 100 Ma); this was accompanied by significant changes in sedimentary environments, due likely to an eastward retreat of the palaeo-Pacific subduction zone and/or to the collision of the West Philippine block with Eurasia. The overall Mesozoic evolution of southeast China comprised almost an entire cycle of orogenic build-up, peneplanation, and later extension, all under the influence of the subducting palaeo-Pacific plate. Continental margin extension and rifting continued into the early Cenozoic, eventually triggering the Oligocene opening of the SCS.     

新疆阿尔金山清水泉-花泉子地区地球化学特征

在新疆阿尔金南缘断裂带中段的清水泉-花泉子地区,水系沉积物异常多呈带状沿断裂带分布,基性、超基性杂岩体是引起大而强异常的主要原因.通过对岩石化学特征和微量元素、稀土元素地球化学特征的剖析,表明其是同一岩浆结晶分异的产物,本区主要矿产应为铜,辉长辉绿岩是主要的含矿层位.经过加大了力度勘查,最终提交铜资源量15万 t.     

现浇混凝土薄壁管桩复合地基桩土应力比影响因素分析

桩土应力比是复合地基设计计算中一个重要参数。基于盐―通高速公路单桩复合地基静载试验,通过有限元模拟,研究了褥垫层模量和厚度、桩体模量、桩长、基础刚度等影响因素对现浇混凝土薄壁管桩复合地基桩土应力比的影响。结果表明所建立的模型是合理的。褥垫层模量增大或厚度减小导致桩土应力比增大,桩体模量、桩长和基础刚度的增加可使桩土应力比增加。     

蘑菇状金伯利岩体上视电阻率异常特征

简要论述了选择低阻蘑菇状模型模拟金伯利岩体的地质依据,着重分析了联合剖面装置、对称四极测深ρ_3异常特征。     

重磁异常的人机联作校正－迭代反演

本文提出了三度体重磁异常的人机联作校正－迭代反演方法。该方法用二度半组合多边形棱柱体来逼近三度体，从而把三度体重磁异常反演问题转化为二度半体的反演问题；为了消除组合体迭加场的影响，该方法采用了一种校正－迭代技术。理论模型反演计算表明，该方法实际可行。     

深层搅拌桩复合地基承载力可靠性研究

根据从国内收集的31组深层搅拌桩复合地基承载力试验数据,利用试计比归一化的方法简化处理随机参数影响,分析试计比的统计特性参数,采用JC法进行复合地基孙载力可靠性分析,给出各工况下的可靠指标。     

Extrusion movements of a tunnel head reinforced by finite length bolts—a closed‐form solution using homogenization approach

An analytical model on the general behaviour of a tunnel head, reinforced by finite length bolts is proposed. This model is based on the homogenization method and spherical symmetry assumption. Despite its simplicity, and in consequence its limits of validity, it does allow a quick estimation of the key design parameters: frontal displacement, extension of decompressed zone, ground stresses and bolt tension, and constitutes thereby a very useful and handy tool for design engineers. In particular, the influence of the reinforcement length, as well as other important design parameters, are studied by the proposed model. The charts resulting from the parametric studies are directly applicable. Otherwise, the comparison to a 3D numerical model is also presented in this paper. The first results provide the validation of the analytical solution, at least in terms of average extrusion movements. Copyright © 2000 John Wiley & Sons, Ltd.