1) silt
[英][sɪlt] [美][sɪlt]
粉性土
1.
Finite element analysis of the silt embankment deformation;
粉性土路堤变形的有限元分析
2.
Effect of Traffic Load and Fill Height on the Silt Embankment s Deformation;
行车荷载和填筑高度对粉性土路堤变形的影响
3.
The Finite Element Analysis about Deformation and Settlement of the Silt Embankment;
粉性土路基变形沉降的有限元分析
2) powdered soil
粉性土
1.
Constructing skills of cement lime stable powdered soil based mechanization;
水泥石灰稳定粉性土底基层机械化施工技术
2.
Stability method is studied when powdered soil,which is a kind of special soil,is used as bottom base of highway so as to find out a stability kind suitable in mechanics and road performances.
通过对粉性土这种特殊类型土用作高等级公路底基层进行稳定方法研究,寻找一种力学性能和路用性能都适宜的稳定类型,从而可为广大使用者提供参考。
3.
On the basis of the study on the stabilization method about powdered soil as high quality highway basement,which is a special kind of soil,a stable type suitable in mechanics and road performance is brought forth.
通过对粉性土这种特殊类型土用作高等级公路底基层进行稳定方法研究,寻找一种力学性能和路用性能都适宜的稳定类型,从而为广大使用者提供参考。
3) silty soil
粉性土
1.
According to grain-size distribution and particle maturity test of soil,the specific engineering characteristics of silty soil subgrade in the Yellow River flood field were analyzed.
通过黄泛区土的粒径分布与颗粒成熟度试验,分析该区粉性土难以压实及压实的路基具有冻敏性和强烈的毛细作用的原因。
4) silty sand
粉性土
1.
Bearing ability of silty sand foundation of the Yellow River flood field in east of Henan;
豫东黄泛区粉性土地基承载力研究
2.
Taking the Xuchang-Bozhou Highway and Arongqi-Shenzhen Highway in Henan Province as an example, the present paper analyses the difference of silty sand foundation bearing ability evaluation between "construction foundation standard" and "highway bridge and culvert standard", giving each suitable range,pointing out the main evaluation methods of silty sand foundation bearing ability.
以河南许昌至安徽亳州高速公路、阿荣旗至深圳高速公路 (河南境内 )为例 ,分析了在河南省黄泛区广泛分布的粉性土地基承载力评定中“建筑地基规范”与”公路桥涵规范”承载力表的差异 ,提出了河南省黄泛区粉性土地基承载力评定的方
5) silty clay
粉质粘性土
1.
Based on the result of load test,the data of test in silty clay foundation contained gravel is analyzed.
基于载荷试验的结果,对含碎石粉质粘性土地基检测的数据进行统计分析。
2.
This paper describes the strengthening technique by grouting and concrete construction process for deep burying karst cave with filling silty clay of Yuanliang Mountain Tunnel on Chongqing-Huaihua,The frequency of crossgrout occurring in tunnel construction can be reduced and the strengthening feeect by grouting can be ensured by adapting this technique.
本文较详细地介绍了渝怀铁路圆梁山隧道毛坝向斜高压富水区 DK35 4 +2 5 5～ +2 80深埋充填粉质粘性土溶洞的注浆加固技术及其具体施工工艺过程 ,有效地降低了隧道工程中发生串浆的频率 ,能确保注浆加固效果。
3.
The paper introduces the grouting technique used for small deep-buried Kast cave filled with silty clay at section PDK366+035～+015 of Qiyueshan Tunnel on Yiwan Railway which featured by high pressure and enriched water.
本文介绍了宜万铁路齐岳山隧道高压富水区PDK366+035～+015深埋充填粉质粘性土小型溶洞的注浆加固技术。
6) powder sand soil
粉质砂性土
补充资料：法性属法为法性土
【法性属法为法性土】
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条