基本释义:

透空式桩基突堤

网络释义

1)open piled jetty,透空式桩基突堤

2)pile breakwater,桩式透空堤

3)open piled quay,桩基透空堤

4)permeable breakwater on piled foundation,桩基透空式防波堤

5)piled pier,桩式突堤

6)piled jetty,桩基突堤

用法和例句

An open piled quay is generally composed of a jetty-type beam-slab structure supported on piles and wave panel installed either on one side or on both sides of the structure,advantageously characterized by wave protection,current transmitting,prevention of siltation and low cost.

桩基透空堤由栈桥式高桩梁板结构和设在其单侧或双侧的挡浪板结构组成,具有防浪、透流、防止泥沙回淤和造价低等优点。

The necessity of building permeable breakwater on piled foundation in Hai′an New Port from such aspects as satisfying port operation requirement, external condition fit for project implementation, and feasibility of construction scheme is analyzed.

从满足港口使用要求的功能定位,适合项目实施的外部条件及施工方案的可行性等方面分析在海安新港建设桩基透空式防波堤的必要性。

Research of the Transmission Coefficient of Pile Breakwater on the Condition of Shallow Water Wave;

浅水小波高条件下桩式透空堤消浪效果研究

Study on the Characteristics of Wave Force on Piled Baffle Permeable Breakwater;

桩基挡板透空式防波堤结构波压力特性研究

Synthetical experimental study on effectiveness of piled permeable breakwaters with different pile structures

不同结构型式桩基透空式防波堤功效综合实验研究

Mechanism of settlement control of piled raft with gap or compressible block at pile top for support of railway embankment

桩顶预留净空或可压缩垫块的桩承式路堤沉降控制机理研究

The Study of Wave-dissipating Performance of Twin-plate Penetrating Breakwater;

双层水平板型透空式防波堤消波性能研究

The Basic Study on Wave Dissipation Mechanism of Permeable Breakwater with Wave-absorbing Chambers;

新型消能室式透空堤消浪特性的初步研究

Study on Numerical Simulation of Ship Berthing and Departing in Pile Wharf;

透空式高桩码头船舶靠离泊数值模拟研究

Study on Design and Computation Method of Geosynthetic Reinforced Pile-Supported Embankments;

桩承式加筋路堤的设计计算方法研究

Numerical Simulation on Time-dependent Behavior of Geo-synthetics Pile-supported Reinforced Embankment

桩承式加筋路堤时效性数值模拟研究

Three dimensional simulations on soil arching of piled embankments

桩承式路堤土拱效应的三维数值模拟

Study on Permeating Failure Model and Mechanism in Shijiao Segment of Beijiang River Levee;

北江大堤石角段堤基渗透破坏模式及机制研究

Permeable breakwater is economical and reasonable in deep water area with lowr and steep waves.

在水深较大、高较小而波陡较大的水域,透空式防波堤在经济上和结构上都是比较合理的。

Experimental Study on Pile-restrained Pontoon-plates Floating Breakwater;

垂直导桩锚固方箱—水平板式浮防波堤试验研究

Experimentation Study on Pile-Supported Embankments by Total and Partially Penetrated Soft Clay;

打穿和未打穿软土层桩承式路堤的试验研究

STUDY OF IN-SITU DATA OF PILE-SUPPORTED EMBANKMENT WITH PILE PARTIALLY PENETRATED IN SOFT SOILS

软土层未打穿的桩承式路堤现场实测研究

Simplified method of settlement calculation and its application to piled embankments

桩承式路堤沉降简化计算方法及其应用

Field test study and numerical analysis of a geogrid-reinforced and pile-supported embankment

桩承式加筋路堤的现场试验及数值分析

The Study of Hydrodynamic Performance of Waterproof Comb-type Breakwater

非透水梳式沉箱防波堤水动力特性研究