1.
SEISMIC STABILITY ANALYSIS OF SLOPE EMBANKMENT OF EXPRESSWAY IN MOUNTAINOUS AREA WITH FLAC~(2D)
用FLAC~(2D)分析山区高速公路斜坡路堤地震稳定性
2.
Analysis on the Stability Status of Low-fill Slope Embankment in Permafrost Regions
多年冻土区低填方斜坡路堤的稳定性分析
3.
Analyses of Main Influence Factors on the Stabilization of Embankment on Slope in Permafrost Region along Qinghai-Tibet Railway
影响青藏铁路多年冻土区斜坡路堤稳定的因素分析
4.
Stability Analysis of Fill Embankments on Rock Slope;
岩质斜坡地基上填方路堤稳定性研究
5.
Deformation Analysis of Embankment on Sloping Poor Ground;
斜坡软弱土地基路堤的变形特性分析
6.
Study on the Engineering Characteristics of Embankment on Slope Soft-Soil Foundation;
斜坡软弱土地基路堤的工程特性研究
7.
Study on Deformation Characteristics and Stability of High Embankment Filled by Coarse Grained Soils on Sloping Ground;
粗粒土斜坡高路堤变形性状与稳定性研究
8.
Analysis of deformation stress feature and influential factors about road-dike on ramp in mountainous region expressway
山区公路斜坡填筑路堤应力形变特征及影响因素分析
9.
Engineering structures falling in this category are gravity dams with foundations, slopes and embankments, etc.
属于这种范畴的工程结构为带有基础的重力坝，斜坡和路堤等。
10.
Research on Stability and Laws of Sediment and Deformation of Filling Embankment on Slope Foundation
斜坡地基填筑路堤的稳定性与沉降变形规律研究
11.
Sandbag Sloping Dike Body Construction Technics in Deep-water;
深水袋装砂斜坡堤堤心筑填工艺研究及应用
12.
Reliability Analysis for Estimation of the Inclined Sea Dike Crest Elevation;
斜坡式海堤堤顶高程确定的可靠性分析
13.
An incline, especially of a road;a slope.
坡度，特指道路，斜坡
14.
Expermental Study on the Overtopping Discharge and Overtopping Flow of the Sloped;
斜坡式海堤越浪量及越浪流试验研究
15.
The Study of Overtopping on Sloping Seawall under Oblique and Multidirectional Irregular Waves;
斜向和多向不规则波在斜坡堤上越浪量的研究
16.
The bagged sand core sloping dike structure and its design method in the Yangtze Estuary Deepwater Channel Regulation Project
介绍长江口航道治理工程中袋装砂堤心斜坡堤结构及设计方法。
17.
Bagged Sand Core Sloping Dike Structure and Its Design Method in Yangtze Estuary Deepwater Channel Regulation Project
长江口深水航道治理工程中袋装砂堤心斜坡堤结构设计
18.
Influences on the Physical and Dynamical Characteristics of Rubble Breakwater Caused by Various Weight Distribution of the Core
堤心石重量级配变化对斜坡式防波堤物理与动力特性的影响