Characterisation of shear wave velocity profiles of non-uniform bi-layer soil deposits: Analytical evaluation and experimental validation     

《Soil Dynamics and Earthquake Engineering》2015

A crucial aspect of physical geotechnical model tests (under both 1-g and n-g conditions) is the evaluation of the initial (low-strain) stiffness of the soil layers of the sample test deposit, especially in the case of coarse materials. While for uniform soil deposits this issue can be addressed in a straightforward manner, e.g. by determining the fundamental frequency through the transfer function of an applied white-noise excitation, the problem becomes cumbersome for multi-layered deposits. After reviewing a number of available theoretical solutions, this paper illustrates a simplified yet reliable analytical procedure for determining the shear wave velocity profile (V_s) in a single or bi-layer deposit, taking into account the inhomogeneity of the individual soil layers, under the hypothesis of vanishing shear modulus at ground surface. The fundamental natural frequency of the inhomogeneous bi-layer deposit is analysed using the Rayleigh quotient procedure. The associated shape function is evaluated by considering the equilibrium of the soil column under a pseudo-static lateral inertial excitation imposed at its base, accounting for both layering and inhomogeneity. A validation of the proposed method is provided by comparing numerical results obtained from both time- and frequency- domain analyses against experimental data on Leighton Buzzard sand, from a recently-completed research project conducted on the shaking table facility at BLADE Laboratory, University of Bristol (UK).  相似文献   

Nonlinear stochastic seismic analysis of buried pipeline systems     

《Soil Dynamics and Earthquake Engineering》2015

In this paper, a nonlinear stochastic seismic analysis program for buried pipeline systems is developed on the basis of a probability density evolution method (PDEM). A finite element model of buried pipeline systems subjected to seismic wave propagation is established. The pipelines in this model are simulated by 2D beam elements. The soil surrounding the pipelines is simulated by nonlinear distributed springs and linear distributed springs along the axial and horizontal directions, respectively. The joints between the segmented pipes are simulated by nonlinear concentrated springs. Thereafter, by considering the basic random variables of ground motion and soil, the PDEM is employed to capture the stochastic seismic responses of pipeline systems. Meanwhile, a physically based method is employed to simulate the random ground motion field for the area where the pipeline systems are located. Finally, a numerical example is investigated to validate the proposed program.  相似文献   

Centrifuge modeling of offshore wind foundations under earthquake loading     

《Soil Dynamics and Earthquake Engineering》2015

The construction of large offshore wind turbines in seismic active regions has great demand on the design of foundations. The occurrence of soil liquefaction under seismic motion will affect the stability of the foundations and consequently the operation of the turbines. In this study, a group of earthquake centrifuge tests was performed on wind turbine models with gravity and monopile foundations, respectively, to exam their seismic response. It was found that the seismic behavior of models was quite different in the dry or saturated conditions. Each type of foundation exhibited distinct response to the earthquake loading, especially in the offshore environment. In the supplementary tests, several remediation methods were evaluated in order to mitigate the relatively large lateral displacement of pile foundation (by fixed-end pile and multi-pile foundation) and excessive settlement of gravity foundation (by densification, stone column, and cementation techniques).  相似文献   

特高压电气设备抗震设计反应谱特征周期取值研究     

尤红兵  赵凤新  尤贺 《中国地震研究》2015,29(1):117-127

特征周期是抗震设计反应谱的重要参数,开展特高压电气设备抗震设计反应谱特征周期的研究,具有重要的理论意义和工程应用价值。对美国、日本等世界范围内的1448 条Ⅲ类场地水平向强震记录进行了统计分析,结果表明震级、震中距对特征周期有较大影响;强震记录特征周期的80%分位数结果约为0.9s。对全国近年来已通过评审的312 个Ⅲ类场地的地震安全性评价结果进行了统计分析,70%分位数的特征周期为0.9s。结合相关规范的对比分析,建议特高压电气设备抗震设计反应谱的特征周期取0.9s,可有效保证特高压电气设备的地震安全。  相似文献   

饱和土体瞬态响应有限元分析          下载免费PDF全文

邱流潮  贺向丽  卢海 《地震工程学报》2015,37(2):472-475

给出基于Biot多孔介质理论分析饱和土体在动载荷作用下瞬态响应的有限元公式,数值计算部分采用本文有限元法分别计算一维饱和土柱在两种不同类型动载荷作用下的瞬态响应,并将数值计算结果与文献中的解析解进行比较,二者结果十分吻合,从而验证本文方法的可行性。  相似文献   

天津地区覆盖层土动力学参数统计分析          下载免费PDF全文

夏峰  宋成科  孟庆筱  郭保正 《地震工程学报》2015,37(1):48-54

收集天津地区近年来有代表性的具有完整土动力学参数作为实验数据的地震安全性评价报告66份,用两种统计方法按不同深度统计分析粉质黏土、黏土、粉土、砂土、淤泥质土等的实测土动力学参数,给出动剪切模量比和阻尼比平均值。选取2个典型工程场地,构建土层分析模型,进行土层地震反应分析计算。结果表明,本文得到的统计2值在天津地区具有一定的代表性和适用性,与实测值结果更为接近。对于获得原状土样困难的场地,特别是对于较薄的夹层土,可参照统计2结果进行分析计算。  相似文献   

甚低频电磁法在隐伏金属矿床定位预测中的应用——以大兴安岭西南段铜多金属矿点为例     

陈伟军 《地质与勘探》2017,53(3):528-532

甚低频电磁法是一种基于电磁原理的地球物理手段,该方法对寻找受断裂构造控制的脉状矿床效果显著。在矿床勘查中,一般利用目标矿区(及外围)地质体对电磁波作用反映的物性特征进行扫面工作,用以快速发现覆盖层之下的矿化构造系统。本文通过对大兴安岭西南段某铜多金属矿点的实际应用,发现矿区内存在明显的甚低频异常,该异常为矿致异常,展示了良好的成矿前景。实践表明,在具备甚低频电磁法应用的地质、地球物理条件的前提下,通过对观测数据进行技术处理,并结合矿区针对性的地质研究,能够有效地揭示覆盖区断裂构造体系的产状及空间展布规律,达到对隐伏-半隐伏金属矿床快速评价的目的。  相似文献   

西湖凹陷渐新世层序地层格架与沉积充填响应   总被引：2，自引：0，他引：2  

于兴河  李顺利  曹冰  侯国伟  王亚风  皇甫志远 《沉积学报》2017,35(2):299-314

东海陆架盆地是中国近海最大的沉积盆地,而西湖凹陷又是其中规模最大的富油气凹陷。多年的勘探实践证明渐新统花港组为西湖凹陷主力产气层段,但其层序地层划分长期存在较大争议。在分析了西湖凹陷盆地结构与构造格局的基础上,依据测井、岩芯以及地震反射特征,将西湖凹陷渐新统划分出5个三级层序与12个体系域,建立了其等时地层格架;并通过大量岩芯的写实性描述,结合沉积构造与遗迹化石鉴别以及地球化学资料分析对沉积环境进行了判识,分析结果认为西湖凹陷渐新统花港组沉积时期发生过两次较大的海侵事件,形成“南海北陆”的沉积格局,并发育了河流、三角洲、潮控河口湾以及无障壁海岸四种沉积体系,其沉积体系类型较多,从南到北变化巨大。西湖凹陷渐新世整体表现为“东西短轴三角洲”、“南部潮汐河口湾”、“东北缓岸滩坝”的沉积体系展布格局。系统分析了沉积相在各层序中的展布特征及其对海平面变化的响应、层序演化过程及其对海平面变化的响应,构建了东海陆架盆地西湖凹陷构造-沉积成因模式,明确了“断坳转换,海陆交替”的盆地构造背景与沉积充填的响应关系。  相似文献   

无锡某大厦深层溶洞地基处理设计与施工方法     

黄新强 《江苏地质》2017,41(2):347-351

无锡某大厦地基青龙群灰岩岩溶发育,范围多在-80～-96 m之间,采用袖阀管注浆法进行处理,经钻探及CT层析物探验证,岩溶溶洞治理效果较佳,最终桩基持力层选用⑦层粉质黏土层,主体封顶3年累计最大沉降3.82 cm,治理效果达到预期目的,经济效益明显,具有推广应用价值  相似文献   

宁镇中段铜山—石砀山地区综合物探找矿评价     

陈俊  肖书明  魏邦顺 《江苏地质》2017,41(4):663-671

铜山—石砀山铜钼矿位于江苏宁镇山脉中段龙潭—仓头背斜南翼,矿体主体受接触带构造控制。以往地质工作缺少深部研究,对物化探异常再解释工作不够,物探方法找矿专属性研究不细致,综合研究程度较浅。综合分析铜山—石砀山地区地质、物性资料,采用1∶2 000高精度磁法测量、可控源音频大地电磁测深剖面等物探技术,圈定地磁异常8个（C1—C8）,推断由2个磁性地质体、8个矽卡岩体引起。择优对C2异常进行了钻探验证。研究认为该区可控源音频大地电磁测深高低阻过渡带部位的磁异常具有重要的找矿意义,即该区中酸性岩体与碳酸盐岩接触带部位具有含铜钼磁铁矿形成的有利地质条件。对比分析研究区及周边找矿信息,认为铜山—石砀山地区找矿深部有潜力,外围有远景。  相似文献