浅层直流电法探测隐伏断层可行性分析   总被引：1，自引：0，他引：1  

王爱国  马巍  王大雁 《高原地震》2005,17(3):1-7

通过讨论断层不同表现形式的电性特征,对高密度电法与联合剖面法在隐伏断层探测中的应用可行性进行研究,并通过实例探讨了测试中应注意的问题、测试与解译方法。研究表明高密度电法及联合剖面法可以应用在隐伏断层探测中,但有一定的限制,主要源于断层的地质表现形式。  相似文献   

厚垫层-砂桩复合地基现场试验研究     

王正振  龚维明  戴国亮  王晓阳  李亮亮  肖刚 《岩土力学》2018,39(10):3755-3762

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。  相似文献   

关于秦岭造山带   总被引：4，自引：4，他引：0  

张国伟  郭安林  董云鹏  姚安平 《地质力学学报》2019,25(5):746-768

纪念老一代地球科学家李四光先生,思考地球科学与大地构造学的创新发展。文章以秦岭造山带为例思考大陆复合造山及其动力学,认知概括秦岭造山带基本属性与特质,探索认识中小多板块多期洋陆俯冲造山-陆-陆板块俯冲碰撞造山的板块复合造山,并又强烈叠加复合陆内造山,造成复杂组成与结构,形成立交桥式四维流变学分层的多层非耦合动态演化的大陆复合造山带模型,及其新的演化趋势动态和构成国家人类需求的成矿成藏物质财富与宜居的地表系统环境等,期望前瞻探索认知地球发展的未来。文章还就秦岭造山带几个有争议的问题,进行简要讨论,共求新的探索研究发展。期盼学习李四光先生学术理论精华,尤其在深化发展板块构造,探索认知大陆构造与动力学方面,创新发展地质力学,以宇宙太阳系视野探索地球动力学,推动大地构造新发展。   相似文献   

复合土钉墙在市区深基坑支护工程中的应用          下载免费PDF全文

刘文峰  陈之伟  苏白济 《探矿工程》2017,44(3):73-76

以济南市区深基坑支护工程实例为背景,分析了在周边环境复杂,使用土地范围受限情况下的市区开展深基坑支护工程,采用复合土钉墙支护技术,利用其形式多样、组合灵活的特点,充分发挥组合中各部件的优点,取长聚优,在保证安全的前提下以期达到技术经济的最佳;同时总结了施工中各个工序的施工要点和关键技术措施。监测数据显示基坑位移变形小,未对周边环境造成不良影响,说明支护体系发挥了良好的实施效果。  相似文献   

Reply to the Discussion by Rose of Phelps et al. (2014) ‘Oceanographic and eustatic control of carbonate platform evolution and sequence stratigraphy on the Cretaceous (Valanginian–Campanian) passive margin,northern Gulf of Mexico’, Sedimentology, 61, 461–496          下载免费PDF全文

Ryan M. Phelps  Charles Kerans  Robert G. Loucks 《Sedimentology》2017,64(3):858-870

Discussion points raised by Rose ( 2016 ) concentrate on late Albian stratigraphic relationships between formations of the East Texas Basin and the San Marcos Arch of the Comanche Platform in the northern Gulf of Mexico. Criticisms of Phelps et al. (2014) regarding stratigraphic nomenclature, palaeogeography and regional lithostratigraphic correlations generally focus on interpretive aspects of the study or do not account for the full scope of published information. Revisions to the top Aptian–Albian Supersequence boundary by Rose are incompatible with the relative location of a subaerial unconformity, as well as deepening lithofacies trends and retrogradational stratigraphic patterns below the interpreted boundary. Rose's placement of the top Aptian–Albian Supersequence boundary precisely at the Albian–Cenomanian stage boundary also implies ca 1·4 Ma of diachroneity in second order sea‐level patterns between the northern Gulf of Mexico and other documented global sedimentary basins.  相似文献   

Comparison of numerical solution and semi-empirical formulas to predict the effects of important design parameters on porpoising region of a planing vessel     

《Applied Ocean Research》2017

Stability of the marine vessels in different conditions is one of the most important problems in the design of a planing vessel. In this research, the effects of some important design parameters (mass, longitudinal center of mass, deadrise angle, and length) of DTMB 62 model 4667-1 planing hull on the drag and also on the longitudinal dynamic stability (porpoising) are investigated in the velocity range of 2.12–8.486 m/s in calm water. In this paper, both numerical simulation of Reynolds Average Naiver Stokes (RANS) equations and semi-empirical formulas of Savitsky are used to analyze the motion of a 4667 planing vessel in calm water with two degrees of freedom (2DOF). For this purpose a finite volume, ANSYS-FLUENT, code is used to solve the Navier-Stokes equations for the simulation of the flow field around the vessel. In addition, an explicit VOF scheme and SST- Kω model is used with dynamic mesh scheme to capture the interface of a two-phase flow and to model the turbulence respectively, in 2DOF model (heave and pitch). Also, the results of both methods are compared with each other. According to the present results, changing the aspect ratio of the vessel and also the longitudinal center of gravity have the most effect on the porpoising region.  相似文献   

Adaptive Observer Based Backstepping Controller Design for Dynamic Ship Positioning     

DENG Fang  WANG Long-jin  JIAO Dong-mei 《海洋工程》2017,31(5):639-645

Modified adaptive observer based backstepping control system for dynamic positioning of ship is proposed. As an improvement, the adaptive observer takes the first-order wave frequency model and the bias term which represent the slowly varying environmental disturbances and the unmodeled dynamics. Thus, the wave-frequency motions are filtered out, and only the reconstructed low-frequency motions are sent as inputs of the controller. Furthermore, as the ship dynamics parameters are unknown, the adaptive estimation law is designed for both the unknown ship dynamics and the unmeasured state variables. Based on the estimated states and parameters, backstepping controller considering the integral action is designed. Global exponential stability (GES) for the total system is proved using Lyapunov direct method. Simulation results show a good performance of the observer and control system.  相似文献   

Experimental and theoretical methods on determination of stress-dependent natural frequency of marine sedimentary clay     

Jie Xu  Xuexin Yan  Jie Zhou 《Marine Georesources & Geotechnology》2017,35(8):1168-1180

Excited by the vibration sources in dynamic engineering, the natural frequency and damping factor of the saturated marine sedimentary clay are key dynamic parameters that influence the responses under cyclic loads. Experimental and theoretical methods are proposed in this paper to analyze the natural frequency and the stress-dependent nonlinearity. The experimental method shows that the natural frequency of soils with specific stress state subjected to large cyclic shear strain can be estimated from the data of dynamic triaxial tests based on the amplitude–frequency response curve. Trial and error by the criterion from the half-power bandwidth method is used to determine the optimal fitting. The results of a theoretical study on the free vibration of soil layers are then presented to derive the analytic solution of natural frequency. In addition to the two frequency-independent elements (a lumped mass matrix and a stiffness matrix), the system’s equivalent damping coefficient matrix is iteratively determined based upon the forced vibration experimentally. Finally, the impacts of the resonance phenomenon on the dynamic shear modulus and hysteretic loop are discussed.  相似文献   

西北地区东部夏季水汽输送特征及其与降水的关系   总被引：2，自引：2，他引：0  

赵光平  姜兵  王勇  沈新勇 《干旱区地理》2017,40(2):239-247

采用ERA Interim 再分析资料和160 站逐月站点降水资料,运用经验正交函数（EOF）分析、合成分析等方法揭示了西北东部3 个分区的水汽输送的区域气候特征、与降水EOF气候模态相对应的整层水汽输送特征以及降水偏多（少）年的水汽输送异常特征。结果表明：西北地区东部夏季经向水汽输送的大值区处于900 hPa~800 hPa 高度上;纬向水汽输送大值位于700 hPa~500 hPa 高度上。对西北东部降水做EOF 分析,第一模态为全区一致型,与降水相对应的西风影响区主要盛行西风水汽输送,季风边缘区的南部盛行西南风水汽输送;第二模态为东南-西北型,东风、东北风水汽输送流入西北东部地区;第三模态为东北－西南型,西风和西北风水汽输送将水汽带到西风影响区内。  相似文献   

A 2.5-D coupled FE–BE model for the dynamic interaction between saturated soil and longitudinally invariant structures     

《Computers and Geotechnics》2017

A two-and-a-half-dimensional (2.5-D) coupled finite element–boundary element (FE–BE) model is presented to simulate the three-dimensional dynamic interaction between saturated soils and structures with longitudinally invariant geometries. A regularized 2.5-D boundary integral equation for saturated porous media is derived that avoids the evaluation of singular traction integrals. The 2.5-D coupled FE–BE model is established by using the continuity conditions on the soil–structure interface. The developed model is verified through comparison with an existing semi-analytical method. Two case studies of a tunnel embedded in a poroelastic half-space and the efficiency of a vibration isolating screen are presented.  相似文献