Wedge Model(楔形模型)研究综述
Wedge Model 楔形模型 - The back-scattering characteristics of breaking waves compared with those of the wedge model are also investigated to justify the validity of wedge model approximation. [1] Four different slot-opening models were selected—the basic model, hairpin coil model, magnetic-wedge model, and QSC-slot model—and 2-D finite-element analysis was performed under open-circuit and load operations for each of the four models. [2] However, the relation between calculative sand thickness and seismic attribute is normally derived from a wedge model, which does not take into account the interferences of different sand bodies. [3] The parameter of wedge model is more affected. [4] Meanwhile, several types of silo-wedge models were established according to different assumptions proposed by previous studies and this paper. [5]还研究了破碎波与楔形模型相比的反向散射特性，以证明楔形模型近似的有效性。 [1] 选择了四种不同的开槽模型——基本模型、发夹线圈模型、磁楔模型和 QSC 槽模型——并在开路和负载操作下对这四种模型中的每一种进行了二维有限元分析。楷模。 [2] 然而，计算砂层厚度与地震属性之间的关系通常是从楔形模型推导出来的，没有考虑不同砂体的干扰。 [3] 楔形模型的参数受到的影响更大。 [4] 同时，根据前人研究和本文提出的不同假设，建立了几种类型的筒仓楔模型。 [5]
Strain Wedge Model 应变楔模型
ABSTRACT The strain wedge model effectively performs nonlinear analyses of the lateral response of piles by using a nonlinear stress-strain relationship to describe soil behavior in the strain wedge. [1] Moreover, the shadowing effect has been modelled using an approach similar to that described in the Strain Wedge Model. [2] This paper proposes a modified strain wedge model for the analysis of laterally loaded piles in sloping ground. [3]摘要 应变楔模型通过使用非线性应力-应变关系来描述应变楔中的土壤行为，有效地对桩的横向响应进行非线性分析。 [1] 此外，阴影效应已使用类似于应变楔模型中描述的方法进行建模。 [2] 本文提出了一种改进的应变楔模型，用于分析坡地横向荷载桩。 [3]