Field study of monotonic and cyclic lateral behaviour of piles in soft soils improved with and without vacuum preloading     

Fu  Hongtao  Wang  Jun  Cai  Yuanqiang  Jin  Jinqiang  Dong  Quanyang  Hu  Xiuqing  Wang  Peng  Geng  Xueyu  Zhang  Dikang 《Acta Geotechnica》2020,15(11):3183-3192

Acta Geotechnica - Project Oufei is the largest individual reclamation project in Wenzhou city, China, and the main infrastructure consists of seawalls, sluices and separation dikes. These...  相似文献   

Three-dimensional multilayer cylindrical tunnel model for calculating train-induced dynamic stress in saturated soils     

《Computers and Geotechnics》2016

This study proposes an improved tunnel model for evaluating train-induced dynamic stress in saturated soils, which can consider multiple moving loads, grouting layer and pore-water pressure. Using Shanghai Metro’s actual parameters for train speed, tunnel, grouting layer and soils, the analysis of the spatial distribution of dynamic stress for soils and stress state of various locations under moving train loads shows that neglecting effects such as pore-water pressure can lead to underestimating dynamic normal stress and overestimating dynamic shear stress in the soils below tunnel. This model can be further extended to investigate principal stress axes rotations and tunnel settlement.  相似文献   

A possible juvenile ceratopsoid ilium from the Cenomanian of central Utah,U.S.A.     

《Cretaceous Research》2016

We describe a small ilium, with fibrous texture characteristic of juvenile bone, from the lower Cenomanian of central Utah, U.S.A. The ilium was recovered from the upper part of the Mussentuchit Member of the Cedar Mountain Formation. The ilium most closely resembles that of immature ceratopsid ilia referred to Agujaceratops mariscalensis from the Campanian Aguja Formation of southern Texas, U.S.A. Both have everted dorsal margins over the iliac body, subhorizontal postacetabular processes, and laterally compressed, anteroventrally curved preacetabular processes. If correctly identified, the small ilium from the Cedar Mountain Formation is the oldest ceratopsid or ceratopsoid known, and shows that the diversity of early ceratopsians was greater than previously realized.  相似文献   

华南伊迪卡拉纪类水母化石新发现     

唐烽  钟玲  金幸生  郭东辉  尹崇玉 《地质通报》2016,35(1):1-9

An abundant and diversified assemblage of benthic fossils from the Ediacaran Doushantuo black shales in the Wenghui section of Guizhou Province contains two discoidal carbonaceous forms, Kullingia rotadiscopsis sp. nov. and Eoaequorea xingi gen. & sp. nov. The fossils have well-preserved concentric rings and radiating lines, and resemble many circular casts and moulds in Ediacaran clastic and carbonate rocks in the world, such as Aspidella, Ediacaria, Cyclomedusa, Eoporpita, Ovatoscutum, Spriggia and Kullingia. The Doushantuo carbonaceous macrofossils help us to inquire into the current functional identifications of circular disks as the holdfasts of unknown organism or scratch circles. Although there is not sufficient correspondence in morphology to warrant reinterpreting all previously described Kullingia and Aspidella form-genus-type structures, these carbonaceous compressions are prone to be the ancestor of pelagic jellyfish-like organisms with medusoid hydrozoan affinity.  相似文献   

千岛湖水温垂直分层的空间分布及其影响因素   总被引：1，自引：0，他引：1  

白杨  张运林  周永强  施坤  刘明亮  杨桂军 《海洋与湖沼》2016,47(5):906-914

湖泊热力分层及热力循环深刻影响深水湖泊生态系统。随着全球气候变暖,湖泊热力过程会发生显著变化。作为深水水库型湖泊,千岛湖的热力过程与水环境的变化紧密相连,为了分析千岛湖水体水温、湖泊热力分层参数(温跃层深度、厚度和强度)的分布,探讨温跃层深度与水温、水体透明度以及水深之间的关系,本文根据2014年7月份与2015年5月份对千岛湖全湖60个采样点的水体理化指标的垂向分布调查数据,计算得到千岛湖热力分层参数,进而分析其时空分布特征及主要影响因素。结果表明,千岛湖水体水温垂直分布呈现正温分布,春夏季全湖范围内均存在不同程度的温度分层现象,温跃层深度、厚度和强度均从上游河口向下游敞水区逐步增大,这种空间变化的趋势在7月份比5月份更显著。水温、透明度和水深是影响温跃层深度的主要因素。夏季湖泊热力分层稳定期温跃层深度与表层水温(0—2m)存在显著负相关关系,与透明度和水深存在正相关关系。  相似文献   

基于常规气象资料的小时标准冰厚模型及验证   总被引：1，自引：1，他引：0       下载免费PDF全文

邓芳萍  康丽莉  姜瑜君  初金良  刘岩 《应用气象学报》2017,28(2):142-156

在综合考虑雨凇和雾凇积冰增长以及热力融冰和升华脱冰的基础上,建立了一个基于常规气象资料的小时标准冰厚模型。模拟2008年和2013年浙江省两次严重电网覆冰灾害期间的标准冰厚,并用事故线路调查资料、电线积冰观测站和模拟导线拉力监测点的观测资料进行验证分析。结果显示:事故线路的最大标准冰厚观测值与模拟值相关关系达到0.01显著性水平,电线积冰观测站的日标准冰厚观测值与模拟值的平均绝对偏差小于0.6 mm,模拟导线拉力监测点的小时标准冰厚模拟值与观测值的决定系数为0.8093,均方根误差为0.8 mm。说明模型比较准确地描述了天气过程对电线积冰的影响,能够较好地反映标准冰厚的空间分布规律和时间变化特征。  相似文献   

传统水位改正法的实施条件与评价指标          下载免费PDF全文

周宇艳  马向阳  冯雷  许军 《海洋测绘》2018,(1):14-17

在总结各传统水位改正法基本原理及假设条件的基础上,分析了现行的GB 12327-1998《海道测量规范》中关于验潮站布设的条目:潮汐类型相似及最大潮高差与最大潮时差的量化指标要求不能保证站间的水位关系满足传统水位改正方法的假设条件。基于假设条件,提出了评价指标与方法:(1)对于站间水位相似性,提出由同步水位曲线定性判断和最小二乘拟合法推算的中误差为量化指标的定量分析相结合的评价方法;(2)对于站间水位均匀变化,提出由站间是否存在阻挡以及潮波图定性判断、中间站点处水位内插误差为量化指标的定量分析相结合的评价方法。  相似文献   

A method analyzing deformation of anchor foundations in soft clay under static and cyclic loads     

《Applied Ocean Research》2019

The paper presents a constitutive model to describe undrained cyclic stress-strain responses of soft clays based on the equivalent visco-elastic and creep theories. The hysteretic and nonlinear stress-strain responses of soft clays are described using the equivalent visco-elastic relationship and variations of the cyclic modulus and the damping ratio with the octahedral shear strain, respectively in the model. The cyclic accumulative strain is described using the Mises creeping potential function and the associated flow rule. The method determining the model parameters is given by static and cyclic triaxial tests. The finite element method to analyze deformation of anchor foundation in soft clay under static and cyclic loads is developed based on the model. For the method, a cyclic loading time history is divided into a series of incremental loading sub-processes which include one load cycle at least. The cyclic stress-strain responses of soil elements at any time are not tracked in detail and determined by the equivalent visco-elastic calculations for every loading sub-process. The accumulative deformation of anchor foundations is calculated using the initial strain algorithm. The method has been implemented in ABAQUS Software by developing interface programs. Model tests of the suction anchors are conducted and predicted using the method. Comparisons of predicted and model test results show that the method can be used to evaluate cyclic stability and reveal the failure process and mechanism of anchor foundations by analyzing deformation time-histories.  相似文献   

东海Zk23孔的古沙脊沉积环境   总被引：1，自引：0，他引：1  

杜文博  叶银灿  庄振业 《海洋通报(英文版)》2009,11(2):72-80

根据东海陆架Zk23孔岩心分析资料，进行了沉积地层学、生物地层学和年代地层学分析，确定了该钻孔中段细砂层为埋藏古长江河口沙脊沉积，阐明了该孔附近海区冰消期前后和冰后期的沉积历史。约在15kaB．P以前，海平面上升较快，沉积了下层的河口-水下三角洲相地层；约在15～12kaB．P．的冰消期期间，海平面波动并稳定于60～80m等深线附近，发育了沙脊地貌：约在12kaB．P．以来海平面再度快速上升，至7kaB．P水位稳定，直至今日，沉积了沙脊上覆的浅海相粉砂质黏土和黏土质粉砂地层。  相似文献   

基于双缸耦合原理的阀控式能量回收系统原理设计与仿真分析     

孙毅  张晓雨  张希建  张建中  翁晓丹 《海洋工程》2020,38(3):161-168

针对小规模海水淡化需要解决能量回收装置的能回效率与空间问题,将能量回收装置与压力提升泵进行集成一体化设计,研究了一种双缸耦合阀控式能量回收系统。系统两液压缸内活塞各由一个电动推杆推动,叠加高压浓海水压力实现压力交换,同时进行活塞推力的耦合控制,避免了压力交换过程中活塞的压力脉冲波动,保障了反渗透膜工作压力稳定;基于小型海水淡化装置,根据压力能流反渗透工艺节点压力流进行了计算分析,得出电动推杆推力压力0.5 MPa左右的补偿压力曲线。通过AMESim进行液压仿真分析,结果表明在系统回收率为30%,高压浓海水进口压力为4.8 MPa,增压海水压力4.6 MPa的情况下,通过压力补充增压海水压力可增压到5.0 MPa,反渗透膜压力与流量波动较小,满足反渗透海水淡化的压力需求。  相似文献