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1.
桶型基础是一种新型的海洋基础结构型式，在负压作用下的下沉过程中，桶型基础结构与地基产生了相互作用，考虑结构与土壤的相互作用的强度分析为桶型基础的设计提供依据，本文将有限元－无限地－接触元相耦合的线性数值分析方法引入桶型基础的结构与土壤之间的相互作用的强度分析，采用接触单元考虑结构与土壤之间的错动滑移及拉裂，采用无限元更有效地反映地基无限域的远场效应，还推导出三节点，七节点，八节点三种新形式的单向无限地坐标映射函数，应用该方法的计算结果与模型试验结果比较，取得较好的效果。 相似文献
2.
为更准确的确定自行车无氧实验的适宜负荷，对４３名（１５岁～２１岁）受试者进行了Ｗｉｎｇａｔｅ法无氧功复实验，并对三种间接推算无氧功率适宜负荷的方法进行了比较。结果显示：用直接筛选法确定的适宜负荷与体重、腿围、腿力均高度相关。但与腿力的相关程度最高，与腿围的相关程度次之，与体重的相关程度最低。作者认为，体重、大腿围只能间接的反映腿部力量。用形态系数法和Ｗｉｎｇａｔｅ法确定无氧功率实验适宜负荷时，其准确性易受肌肉质量、训练水平等个体差异的影响。腿力百分比法确定的适宜负有适合于各个项目不同层次的受试者。腿力百分比法会成为一种新的更为准确的无氧功率实验适宜负荷间接确定法。 相似文献
3.
针对受均匀轴向压力的矩形开孔板剩余极限强度的问题,考虑矩形板中间开圆孔和腰圆孔两种典型形状,四种边界条件下,以板的柔度系数、开孔率为主要影响参数通过大量非线性有限元数值计算分析,采用一种新的拟合方式提出了矩形开孔板轴向受压剩余极限强度的简化计算公式,新经验公式能够很好地反映开孔所导致板极限强度的衰减趋势。将所提出的经验公式计算结果分别与相应的试验结果、非线性有限元计算结果及其他经验公式计算结果进行对比分析。结果表明所提出的经验公式相比已有的经验公式计算更为准确,适用范围更广,可以用来预报不同边界条件下轴向均匀受压开孔矩形板的极限强度。 相似文献
4.
考虑软土蠕变导致的土体抗剪强度的衰减效应,建立了软土长期强度模型,用以量化由于土体蠕变导致的土体抗剪强度参数随时间的变化规律。将时变可靠度理论结合有限元强度折减法,提出了考虑软土蠕变对强度影响的高桩码头岸坡时变可靠度算法。采用拉丁超立方抽样方法来改进传统蒙特卡罗法的随机抽样过程,提高计算效率。针对某一岸坡实例,将采用本文算法计算得到的可靠度结果与其他算法评估的结果进行对比分析,验证本文算法的可靠性。最后以我国沿海某高桩码头岸坡为例,基于本文算法评估了该码头岸坡的时变可靠度,分析了岸坡稳定性的时变规律。文中提出的时变可靠度分析方法不仅可以为在役高桩码头岸坡的安全评估提供强有力的技术支撑,同时也能为一些新建工程项目提供一定的参考应用价值。 相似文献
5.
为了研究西太平洋声散射层的垂向分布特征和日变化规律,分析了多波束测深系统的水体影像数据。观测结果表明,西太平洋存在着两个声散射层,一个声散射层位于0～200 m,另一个声散射层位于500～700 m,两个声散射层散射强度具有明显的日变化特征,上层散射层的散射强度呈现白天弱,夜晚强的特征,而下层散射层的散射强度日变化规律与上层相反,并且发现深散射层的厚度也存在日变化特征;分析了此种方法的优缺点,对以后声散射层的观测分析提供了新的思路。此外,利用同时下放的声速仪(SVP)的温度和深度数据对下放式声学多普勒流速剖面仪(LADCP)的观测结果进行了修正,得到了更为精确的声散射层垂向位置分布。 相似文献
6.
海上桶基平台基础边界条件的简化方法与结构优化 总被引：2，自引：1，他引：1
海上桶型基础平台采用桶型基础这一新型的基础型式,桶基平台在结构强度校核计算和结构优化中必须考虑其有限元分析模型的基础边界条件简化问题。本文提出了桶基平台有限元分析模型中的基础边界条件简化方法,将桶型基础边界简化为位移弹簧边界元,给出了弹簧刚度的计算方法。通过模型试验与本文提出方法的计算结果的比较,证明本文提出的方法是正确的。同时,将本文提出的方法应用于桶基火炬平台的结构优化,表明该方法是实际可行的并且对于桶基平台的结构强度校核计算与结构优化有重要意义。对于桶基火炬平台的结构优化采用了适合离散变量优化求解的遗传算法,优化的结果有效地降低了结构重量,降低了工程造价。 相似文献
7.
The longitudinal strength of turret mooring productive/storage tanker is studied.A numeri-cal example has been implemented according to the method presented in this paper to give practical il-lustration.From the results of the numerical example,it is concluded that the turret hole located near theforward of the amidships has small effect on the longitudinal strength of the ship hull.As for design ex-treme value of wave bending moment of storage tanker,statistic method is a more reasonablemethodology,especially with the consideration of the servere environmental conditions.The primary esti-mation of design section modulus of turret storage tanker can be determined by this design bending mo-ment. 相似文献
8.
Two aspects of deep mixing method, the difference relating strength gain in dry jet mixing (DJM, reagent powder introduced into the ground) and cement deep mixing (CDM, reagent slurry introduced into the ground), and prediction of unconfined compressive strength of cement stabilized marine clay, are discussed in this paper. The first part of this paper concentrates on the difference between DJM and CDM on strength gain, and suggests a guideline for DJM and CDM selection. An indicator in terms of water content ratio, which is defined as the ratio of water content to the liquid limit of the soil, is presented by statistical analysis from the laboratory and field test data as a guideline for the selection of DJM or CDM. Based on the laboratory test data, a mathematical model relating strength gain of cement stabilized marine clay to related variables is developed. A new simple index designated as total water-cement ratio, which is defined as the ratio of water weight in the soil-cement to the weight of cement in dry state, is proposed for interpretation of test data of soil-cement. The proposed method is then verified with available test data published by other different researchers. 相似文献
9.
Two aspects of deep mixing method, the difference relating strength gain in dry jet mixing (DJM, reagent powder introduced into the ground) and cement deep mixing (CDM, reagent slurry introduced into the ground), and prediction of unconfined compressive strength of cement stabilized marine clay, are discussed in this paper. The first part of this paper concentrates on the difference between DJM and CDM on strength gain, and suggests a guideline for DJM and CDM selection. An indicator in terms of water content ratio, which is defined as the ratio of water content to the liquid limit of the soil, is presented by statistical analysis from the laboratory and field test data as a guideline for the selection of DJM or CDM. Based on the laboratory test data, a mathematical model relating strength gain of cement stabilized marine clay to related variables is developed. A new simple index designated as total water-cement ratio, which is defined as the ratio of water weight in the soil-cement to the weight of cement in dry state, is proposed for interpretation of test data of soil-cement. The proposed method is then verified with available test data published by other different researchers. 相似文献
10.
The new simple design equations for predicting the ultimate compressive strength of stiffened plates with initial imperfections in the form of welding-induced residual stresses and geometric deflections were developed in this study. A non-linear finite element method was used to investigate on 60 ANSYS elastic–plastic buckling analyses of a wide range of typical ship panel geometries. Reduction factors of the ultimate strength are produced from the results of 60 ANSYS inelastic finite element analyses. The proposed design equations have been developed based on these reduction factors. For the real ship structural stiffened plates, the most general loading case is a combination of longitudinal stress, transverse stress, shear stress and lateral pressure. The new simplified analytical method was generalized to deal with such combined load cases. The accuracy of the proposed equations was validated by the experimental results. Comparisons show that the adopted method has sufficient accuracy for practical applications in ship design. 相似文献
11.
深水土工调查技术和分析方法新进展 总被引：1，自引：0，他引：1
简要介绍了近年来国外在深水土工调查技术和分析方法方面取得的新进展,包括:钻孔取样技术在钻入模式和取样器的多样化和有效组合,从而实现不同水深和不同土类条件下的高质量取样;带孔压测量的圆锥触探试验在测量方法、孔压测量单元设计、探头的小型化和多样化、数据的快速传输以及分析理论方面的进展;减少土样扰动,准确评估粘土不排水抗剪强度的“SHANSEP”室内试验方法及应用。 相似文献
12.
本文根据海洋固体颗粒主要无机组份表面羟基的酸碱特性，描述了其表面羟基存在形态随ＰＨ变化特征，并研究了据零电荷点定义直接由表面羟基分布曲线测定颗粒零电荷点ＰＨｐｚｃ的新方法。 相似文献
13.
Dredged or excavated soft marine clay can be improved by mixing it with cement or lime. However, these treatments are usually expensive. It is shown in this paper that soft marine clay can be strengthened through a bioencapsulation method in which the shear strength of clay aggregates can be substantially increased after the aggregates are treated with urease-producing bacteria, calcium chloride, and urea. We found that the bioencapsulation had increased the unconfined compressive strength of marine clay aggregates with a size of 5 mm from almost zero to more than 2 MPa. The strength of the bioencapsulated clay aggregates decreases with the increase in the size of the aggregate when the size is greater than 5 mm. 相似文献
14.
As a rapid and effective ground improvement method is urgently required for the booming land reclamation in China＇s coastal area, this study proposes a new combined method of electroosmosis, vacuum preloading and surcharge preloading. A new type of electrical prefabricated vertical drain （ePVD） and a new electroosmotic drainage system are suggested to allow the application of the new method. This combined method is then field-tested and compared with the conventional vacuum combined with surcharge preloading method. The monitoring and foundation test results show that the new method induces a settlement 20% larger than that of the conventional vacuum combined with surcharge preloading method in the same treatment period, and saves approximately half of the treatment time compared with the vacuum combined with surcharge preloading method according to the finite element prediction of the settlement. The proposed method also increases the vane shear strength of the soil significantly. The bearing capacity of the ground improved by use of the new proposed method raises 118%. In comparison, there is only a 75% rise when using the vacuum combined with surcharge preloading method during the same reinforcement period. All results indicate that the proposed combined method is effective and suitable for reinforcing the soft clay ground. Besides, the voltage applied between the anode and cathode increases exponentially versus treatment time when the output current of power supplies is kept constant. Most of the voltage potential in electroosmosis is lost at electrodes, leaving smaller than 50% of the voltage to be effectively transmitted into the soil. 相似文献
15.
《中国海洋工程》2020,(4)
An investigation is conducted on the static ultimate limit state assessment of ship hull plates with elastically restrained edges subjected to axial compression. Both material and geometric non-linearities were considered in finite element(FE) analysis. The initial geometric imperfection of the plate was considered, while the residual stress introduced by welding was not considered. The ultimate strength of simply supported ship hull plates compared well with the existing empirical formula to validate the correctness of the applied boundary conditions, initial imperfection and mesh size. The extensive FE calculations on the ultimate strength of ship hull plates with elastically restrained edges are presented. Then a new simple empirical formula for plate ultimate strength is developed, which includes the effect of the rotational restraint stiffness, rotational restraint stiffness, and aspect ratios. By applying the new formula and FE method to ship hull plates in real ships, a good coincidence of the results between these two methods is obtained, which indicates that the new formula can accurately predict the ultimate strength of ship hull plates with elastically restrained edges. 相似文献
16.
钻井过程中会遇到一些微裂缝地层,这往往要引起井漏.轻微的井漏可能只是耗费处理时间及成本,而严重井漏则可能会诱发诸如井塌、卡钻、井喷等一系列复杂情况或者事故,这将不仅影响钻井工作的效率,还带来巨大的经济损失.所以,堵漏是钻井过程中必须经常面对的问题,能够低成本地实现承压堵漏对于钻井井漏的处理就显得格外重要.使用新的材料/方法来提高地层的承压能力,即在抗高温聚磺钻井液中加入矿渣（KZ）,并在激活剂处理液中培养,配制出新型的堵漏钻井液体系.经过试验证明,加入KZ对钻井液常规性能的影响不大,不但能大幅度提高地层的承压能力,同时证明了激活剂对于激活KZ活性的可行性.对于抗高温聚磺钻井液,当KZ加量为30％、并且激活剂加量为30％时,试样的承压能力达到最大.此方法在一定程度上提高了微裂缝地层的承压能力. 相似文献
17.
For decades, various well-known empirical correlations have been established and commonly used to estimate the undrained shear strength of normally consolidated clays in geotechnical practice. However, there are still many contradictory cases regarding the validity of these correlations, so their applicability and reliability are questionable. In this study, an extensive geotechnical database for normally consolidated clays has been compiled. Next, a Bayesian nonparametric method is exploited to identify the most critical soil index properties in inferring the undrained shear strength and a new predictive model is proposed. Finally, the performance of the proposed predictive model is assessed and compared with two well-known correlations using an independent testing database. It confirms that the proposed model not only possesses high predictability, but also provides superior performance over other existing empirical correlations. 相似文献
18.
复合加载下桶形基础循环承载性能数值分析 总被引：1，自引：0，他引：1
作为一种新型基础形式,吸力式桶形基础除了承受海洋平台结构及自身重量等竖向荷载的长期作用之外,往往还遭受波浪等所产生的水平荷载及其力矩等其它荷载分量的瞬时或循环作用。对复合加载模式下软土地基中桶形基础及其结构的循环承载性能尚缺乏合理的分析与计算方法。应用Andersen等对重力式平台基础及地基所建议的分析方法,基于软黏土的循环强度概念,在大型通用有限元分析软件ABAQUS平台上,通过二次开发,将软土的循环强度与Mises屈服准则结合,针对吸力式桶形基础,基于拟静力分析建立了复合加载模式下循环承载性能的计算模型,并与复合加载作用下极限承载性能进行了对比。由此表明,与极限承载力相比,桶形基础的循环承载力显著降低。 相似文献
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20.
细粒酒精模型冰的弯曲强度试验研究 总被引：3，自引：0，他引：3
基于不同制冰条件和工的细粒酒精模型冰层原位悬臂弯曲强度试验,给出细料酒精模型冰弯曲强度;分析了考虑和不考虑不浮力效应对弯曲强度的差异;利用向睡向下弯曲强度结果给出该模型冰各向同性的证据;得到该冰弯曲强度与其密度、冰内未冻液含量和制冷过程可控制因子的关系,并作为定量控制模型冰质量的基础。 相似文献