共查询到19条相似文献，搜索用时 109 毫秒
1.
某高层建筑基坑支护设计、施工与监测 总被引：1，自引：0，他引：1
基坑支护的设计、施工和监测是近年来在我国逐步发展起来的一项新技术。介绍了某高层建筑基坑土钉支护的设计、施工与监测，为高层建筑基坑支护的设计、施工以及监测提供参考。 相似文献
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排桩与内支撑相结合的基坑支护结构是近几年兴起并迅速发展的1种支护方式。如何通过有效控制其变形使基坑工程安全又经济,是人们不断探索的课题。本文以青岛地区某实际深基坑为研究对象,运用理正深基坑三维协同计算对基坑开挖、支护进行了整体计算。对内支撑的平面布置进行分析,提出了水平桁架式、大直径环撑辐射式、多跨压杆式不同的支撑样式对基坑的整体受力及变形的影响参考值。对本工程内支撑的支撑间距进行分析,提出了合理的支撑间距值。另外,依据有关规定制定了监测方案,对监测结果进行了整理,并与理论计算值进行比对分析,得出一些有价值的结论,可以为类似工程的设计、施工和监测提供一些借鉴。 相似文献
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土钉墙支护是1种经济、安全、可靠的基坑支护型式。采用非线性平面应变有限元方法对土钉墙支护设计进行数值模拟。与传统的极限平衡法相比具有显著优越性。该方法将土钉与岩土介质作为1个系统研究,对十钉支护的作用机理、变形、和土钉墙内的受力进行分析,计算开挖最终阶段的变形量。与工程实例的对比检验,证实该方法的合理性。研究结论对土钉墙支护的设计与施工具有较高的应用价值。 相似文献
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深基坑支护设计的弹性抗力有限元法 总被引：1，自引：1，他引：0
采用弹性抗力有限元方法讨论多支撑锚桩的深坑支护设计问题。该方法与传统的静力平衡法相比有其优越性,能够计算出不同开挖阶段的桩顶位移,桩身弯距随深度的变化,模拟开挖过程,最大限度地协调支护结构与土体的变形关系,并能确定出最小的桩身弯距设计值及各层锚杆的锚固力。并以实例运用该方法对青岛某基坑工程的支护进行了设计,取得了满意效果 相似文献
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深基坑支护结构设计的平面应变有限元法 总被引：1，自引：1，他引：1
采用平面应变有限元法讨论深基坑工程多支撑支护问题 ,与传统的静力平衡法、弹性抗力有限元法相比具有优越性 ,该方法将支护结构与土体作为 1个系统研究 ,充分考虑桩土间的协调作用 ,模拟桩土接触界面 ,能计算出不同开挖阶段坑底及地表的变形、支护结构的应力及弯矩 ,在基坑支护结构设计中具有重要应用价值。 相似文献
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王敏 《中国海洋大学学报(自然科学版)》2015,45(1):90-94,101
本文以青岛地铁3号线、2号线基坑工程为背景,针对基坑"土岩组合"的特点,研究施工过程中对环境污染与破坏的影响因素,提出地铁工程绿色施工内涵。在广泛调查基础上,确定了9个指标项,44个因素项,129个分因素项,提出绿色施工评价标准。通过层次分析计算指标与因素的权重,得到评价模型,对地铁工程绿色施工环境影响进行评价。研究结果表明,该评价模型简单易行,对推动地铁工程绿色施工具有现实意义。 相似文献
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斜顶桩驳岸结构是一种深水高桩码头接岸结构型式,驳岸结构后进行高回填将是一个复杂的被动桩与土相互作用的问题。采用平面有限元方法,分别建立了后支撑和前支撑斜顶桩驳岸结构的桩一土相互作用模型,桩基采用梁单元模拟,桩一土界面采用接触对进行模拟,进行了高回填施工过程的仿真分析。将承台侧向位移的数值计算结果与原型观测值进行了比较,吻合较好,并对桩身侧向位移、板桩前后土压力以及位移场进行了分析。结果表明：结构的变形随着施工过程进行而变化,承台最大侧向位移发生在施工过程中;不同驳岸结构的被动土压力分布相似,而主动土压力由于支撑桩的位置不同而有所差别;后支撑桩的桩身挠度相对较大。研究结论可为此类结构的设计及计算提供参考,也可为深水港结构型式的优化提供建议。 相似文献
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以单支点桩锚支护结构为例,应用等值梁法和自由端法对土层参数分别采用分算与合算两种方法进行计算,结果表明:当各土层参数差异较大时,采用分算与合算计算得出的插入深度、支点力、最大弯矩等参数均相差较大,且对支护结构的设计精度有较大的影响;从计算的结果可以看出,选用自由端分层法计算得到的结果较为合理. 相似文献
11.
Wenping Gong Hongwei Huang C. Hsein Juang Lei Wang 《Marine Georesources & Geotechnology》2017,35(2):157-169
The shoring system that consists of soldier piles and anchor tiebacks is often used in deep excavations in sandy deposits. However, uncertainties often exist in the design of such shoring systems. In this article, a simplified-robust geotechnical design method is proposed to account for these uncertainties in the shoring system design. Specifically, for a given deep excavation, uncertain soil parameters and surcharges are treated as noise factors, and the parameters of soldier piles and tieback anchors are treated as design parameters. Robust design is then implemented as a multiobjective optimization problem, in which the design robustness is sought along with cost efficiency and safety requirements. A trade-off between design robustness and cost efficiency exists and the optimization usually leads to a Pareto front. By applying the knee point concept, the most preferred design that meets the safety requirements and yields the best compromise between design robustness and cost efficiency can be identified on the Pareto front. Improvements made to the existing robust geotechnical design method include an efficient formulation of the design robustness and a new procedure for finding the most preferred design in the design pool. The new simplified-robust geotechnical design method is illustrated with a real-world excavation case study. 相似文献
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- A generalized point conforming rectangular element for plate bending is proposed. The present element displacement field can not only satisfy the continuity of normal displacement and its derivative at the element node, but also satisfy the generalized continuity at the middle point of each element boundary, where the generalized conforming condition is to make the non-conforming residual to be minimum. Numerical results show that the proposed element is more accurate than the ordinary 4-node non-conforming rectangular plate element (ACM element). 相似文献
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A new stiffened plate element is developed for the three-dimensional finite element analysis of ship structures. The plate element can accommodate any number of arbitrarily oriented stiffeners and obviates the use of mesh lines along the stiffeners. The new element provides a very economic global analysis of the complete ship structure with fewer elements and without any loss of accuracy. The global analysis of a rectangular box shaped vessel is carried out with the present element and compared with the general-purpose finite element software NISA. An Offshore Tug/Supply Vessel is analysed for crest at perpendiculars. 相似文献
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Static analysis of stiffened shells has been carried out using an eight-noded isoparametric element for the shell and a three-noded curved beam element for the stiffener. A same displacement function is used for the shell and the stiffener elements. A modified technique has been followed to analyse the shell, which is an improvement over the degenerated shell concept. The stiffness matrix of the curved beam element is generated irrespective of its position and orientation within the shell element. The stiffness matrix of the stiffener is then transferred to all the nodes of the shell element. Numerical examples of stiffened shells with concentric and eccentric stiffeners have been analysed and the results presented together with those available in published literature. 相似文献
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The element stiffness matrix of the equivalent beam or pipe element of the deformed leg of the platform is derived by the finite element method. The stresses and displacements of some damaged components are calculated, and the numeri-cal solutions agree well with those obtained by the fine mesh finite element method. Finally, as an application of this method, the stresses of some platform structures are calculated and analyzed. 相似文献
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采用弹性基础梁模型,模拟钢悬链线立管(steel catenary riser,SCR)与海床土的相互作用,推导了弹性基础梁模型的有限元公式,基于该模型编制了钢悬链式立管的动力分析程序,在此基础上,分析了在浮体运动及环境载荷作用下,钢悬链线立管触地点区域的动力响应特征,并与弹簧支撑模型进行了比较。研究表明,弹性基础梁模型对单元长度的敏感性较低,可采用较长的单元,从而减少计算量。 相似文献
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水下加筋圆柱壳结构声散射特性研究 总被引：1，自引：0，他引：1
采用有限元/边界元(FEM/BEM)方法对水下加筋圆柱壳结构的声散射特性进行分析。考虑入射声场激发弹性结构振动产生二次辐射声场,总声场为入射场与散射场之和。基于Mindlin理论建立结构受迫振动的有限元模型,考虑入射声场为简谐激励,采用模态叠加法求出结构振动表面速度。根据声学边界元相关理论,利用有限元方法计算得出的弹性结构表面动力相应,可求出弹性结构的散射声场。研究结果表明,在同一波数下,不加筋结构后向散射强于加筋结构;加筋结构的散射指向性图案分叉较为明显;同种结构在波数增加的时候后向散射强度逐渐增大,前向散射强度逐渐减弱。 相似文献
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The behavior of a highly deformable membrane to ocean waves was studied by coupling a nonlinear boundary element model of the fluid domain to a nonlinear finite element model of the membrane. The hydrodynamic loadings induced by water waves are computed assuming large body hydrodynamics and ideal fluid flow and then solving the transient diffraction/radiation problem. Either linear waves or finite amplitude waves can be assumed in the model and thus the nonlinear kinematic and dynamic free surface boundary conditions are solved iteratively. The nonlinear nature of the boundary condition requires a time domain solution. To implicitly include time in the governing field equation, Volterra's method was used. The approach is the same as the typical boundary element method for a fluid domain where the governing field equation is the starting point. The difference is that in Volterra's method the time derivative of the governing field equation becomes the starting point.The boundary element model was then coupled through an iterative process to a finite element model of membrane structures. The coupled model predicts the nonlinear interaction of nonlinear water waves with highly deformable bodies. To verify the coupled model a large scale test was conducted in the OH Hinsdale wave Research Laboratory at Oregon State University on a 3-ft-diameter fabric cylinder submerged in the wave tank. The model data verified the numerical prediction of the structure displacements and of the changes in the wave field.The boundary element model is an ideal modeling technique for modeling the fluid domain when the governing field equations is the Laplace equation. In this case the nonlinear boundary element model was coupled with a finite element model of membrane structures, but the model could have been coupled with other finite element models of more rigid structures, such as a pontoon floating breakwater. 相似文献
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This paper analyses nonlinear dynamics of cable towed body system. The cable has been modeled and analyzed using a new nodal position finite element method, which calculates the position of the cable directly instead of the displacement by the existing finite element method. The newly derived nodal position finite element method eliminates the need of decoupling the rigid body motion from the total motion, where numerical errors arise in the existing nonlinear finite element method, and the limitation of small rotation in each time step in the existing nonlinear finite element method. The towed body is modeled as a rigid body with six degrees of freedom while the tow ship motion is treated as a moving boundary to the system. A special procedure has been developed to couple the cable element with the towed body. The current approach can be used as design tool for achieving improved directional stability, maneuverability, safety and control characteristics with the cable towed body. The analysis results show the elegance and robustness of the proposed approach by comparing with the sea trial data. 相似文献