1) dissipation/saturated sand
消(耗)散/饱和砂土
2) saturated sand
饱和砂土
1.
Shaking table tests on liquefaction properties of saturated sand ground;
饱和砂土地基液化特性振动台试验研究
2.
Experimental study on deformation of saturated sand under cyclic pore water pressure;
循环孔隙水压力作用下饱和砂土变形的试验研究
3) saturated sands
饱和砂土
1.
The influence of framework anisotropy on the pore water pressure of saturated sands;
骨架各向异性对饱和砂土孔隙水压力的影响
2.
Transient dynamic response of spherical cavity in saturated sands;
饱和砂土中球形洞室的瞬态动力响应
3.
Based on the plastic flow theory of soils,an elastoplastic constitutive model for describing the dynamic response behavior of the saturated sands is developed.
利用土体的塑性流动理论,提出了基于SMP破坏准则的土体弹塑性动力本构模型,用于描述饱和砂土的动力反应性质。
4) saturated sand soil
饱和砂土
1.
Reconsolidation volumetric behavior of saturated sand soil after liquefaction;
饱和砂土液化后再固结体变特性研究
2.
A detailed review on the investigation of theory model, test verification and numerical simulation of saturated sand soil under dynamic loading is presented, and some adivice is given on the investigation of liquefaction in the future.
饱和砂土在动载 (如地震荷载、爆炸荷载、振动荷载等 )作用下液化问题是防灾减灾领域中重要的研究内容。
3.
A liquefaction model for saturated sand soil is established according to the principle of effective stress under explosive loading.
运用有效应力原理 ,建立了用于描述三相饱和砂土爆炸动力分析的实用模型。
5) saturated soil
饱和砂土
1.
An efficient bound model of impact mole penetrating through the saturated soil is established.
以侵彻原理为基础建立起气动矛有效工作约束条件;在土动力学基础上,以饱和砂土为例建立起气动矛受土壤力的模型,分析了在不同土壤力学特性下,气动矛穿越土质及穿越过程中受土壤力大小的影响因素。
2.
In this paper,based on the two phase theory,the saturated soil is simplified as one dimensional model.
本文以两相介质理论为基础 ,将饱和砂土简化为一维情况 ,对饱和砂土液化区的范围做了一些理论探讨。
6) saturated sand
饱和砂性土
1.
Study on nonlinear creep model for saturated sand;
饱和砂性土非线性蠕变模型试验研究
2.
In order to study the creep properties of saturated sand,several tests with different loading patterns were conducted in this paper,including conventional loading(loading ratio of 1),loading with the loading ratio of 3,and equal gradient loading.
为研究单向压缩状态下饱和砂性土的蠕变特性,本文进行了饱和砂性土在常规加载(即加载比为1)与加载比为3及等梯度加载等不同加载方式下的蠕变试验并对试验结果进行对比分析。
补充资料：耗耗
1.方言。老鼠。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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