1) high embankment
高填方地基
1.
Prediction of the post-load settlement of high embankment by artificial neural network;
用人工神经网络模型预测高填方地基工后沉降
2.
Prediction of the post-construction settlement of the high embankment of Jiuzhai-Huanglong airport;
九寨黄龙机场高填方地基工后沉降预测
3.
Finite element analysis of displacement and stress distribution of high embankment;
高填方地基位移和应力分布的有限元分析
2) high fill foundation
高填方地基
1.
Firstly,authors presented the main influencing factors of post-construction settlement of transformation substation high fill foundation in two ways of experiment and theory, which is fill height and deformation modulus,and a primary formula of post-construction settlement of foundation was given.
首先从试验和理论2个方面确定了山区变电站高填方地基工后沉降的主要影响因素,即填方高度和变形模量,并给出计算地基工后沉降的初步公式;然后结合2个典型工程对公式中的系数进行修正,拟合出一个实用的经验公式;最后以2个山区变电站工程为例进行分析,发现理论计算值与实测值吻合良好,有力地论证了该公式的有效性。
2.
By using FLAC~3D program to simulate real construction process,the settlement of the high fill foundation especially differential settlement,which has the most powerful influence on Jiuzai-Huanglong airport is quantitatively analyzed and evaluated.
通过运用FLAC3D作为基本的数值模拟分析工具,选取对九寨黄龙机场影响最大的元山子沟高填方工程作为主要研究对象,模拟实际施工过程,对高填方地基的沉降进行了定量分析和评价。
3) high filled ground
高填方地基
1.
On the basis of the long field investigation of the Jiuzhai\|Huanglong airport project and the data collected from the initial survey and detailed survey and the high filled ground treatment detection,the weak soils which are put forward in the groundworks is profoundly and systematically studied.
作者在长期工程现场调查研究基础上,根据初期勘察,详细勘察及高填方地基处理检测资料,对九寨-黄龙机场土方工程中提出的软弱土进行了系统深入研究。
4) high embankment foundation
高填方体地基
1.
An research on the stability of the high embankment foundation of an airport in Guizhou;
贵州省某机场区高填方体地基稳定性分析
5) high-fill packing ground
高填方夯实地基
6) high embankment
高填方路基
1.
Filling technology of blowing sand for high embankment in lake area;
湖区高填方路基吹砂填筑施工技术
2.
Based on the application and practice using impact roller to a high embankment of highway,which is filled by soil-rock foundation packing material with high content of stone(60%–70%),an impact compaction technology for high embankment is developed.
基于冲击压路机在含石量很高(60%~70%)的土石混填高填方路基施工中的应用实践,对路堤的沉降变形、干密度、孔隙比以及影响深度进行试验研究。
3.
This paper illuminates the high embankment of fast construction as the bridge prefabrication site from three aspects of processing natural subgrade,filling embankment and strengthen measures,and make it prepare for the construction,piling up,transport and assembly of prefabricated components.
从天然地基处理、路基填筑以及填筑完后的强化措施等几个方面 ,综合考虑快速施工的高填方路基作为大型桥梁预制场的特殊情况 ,使其能满足预制构件的施工、堆放、运输及吊装要求。
补充资料:填方
1.土木工程施工时填的土石方。
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