抛石基床

本文介绍了广东沙角C电厂煤码头抛石基床超载预压的施工工艺及其实际效果。

The construction technology and practical effect of overloading precompression engineering for rubble bed of the coal terminal of Guangdong Shajiao C Power Plant are introduced .

重力式码头抛石基床重锤夯实施工方法的探讨

An Approach to Heavy Tamping Compaction Method of Gravity Wharf Rubble Bed

抛石基床爆夯振动效应监测与分析

Monitoring and analysis of vibration effects due to underwater explosive ramming

水下爆破沉船清障抛石基床的水下爆夯密实方法

Clearing Wrack by Underwater Blasting Underwater Blasting Tamping Method of Rubble Bed

波浪作用下抛石基床直立堤沙质底床中孔隙水压力响应

Wave-induced Pore Pressure in Sandy Seabed near Vertical Breakwater of Rubble Mound

水下抛石基床的爆炸密实新技术

A New Technique-Compaction by Blasting for Underwater Rubble Mound Foundation

抛石基床是重力式码头和直立式防波堤的基础。

Rubber bed is the foundation of gravity wharf and vertical breakwater .

重力式钢结构底面与抛石基床顶面间摩擦系数的测定

Determining Friction Factor between Gravity Steel Structure and Rubble-mound Foundation

抛石基床防波堤底床中孔隙水压力响应的试验研究

Experimental study on wave-induced pore pressure in seabed around rubble mound breakwater

采用触地布药方式实施水下抛石基床爆炸密实深水抛石基床爆夯施工影响分析及其控制

Analysis and Control of Compaction by Blasting to Construct Deep Water Rubble-mound Foundation

抛石基床局部极限承载力试验研究

Test and Study on the Local Limit Bearing Capacity of a Rubble-Mound Foundation

厚大冲洪积层上水下抛石基床综合施工技术溪洛渡水电站左岸泄洪洞开挖施工技术

Synthesis Construction Technique of Rubble-mound Foundation Under the Thick Favorable Opposition Diluvium Layer

重力式码头抛石基床内部滑移破坏研究

Study of slipping in the rubble-bedding of gravity quays

重力式码头抛石基床遭水流冲刷破损后的诊断和治理

Diagnosis and renovation to gravity wharf 's rubble bed damaged by water flow

硬基上抛石基床承载力的试验研究与评述

Test and Study on the Bearing Capacity of Rubble-mound Bedding on Hard Foundation and Comment

抛石基床整平用的筒型基础框架平台

Barrel Based Structure for Rubble-mound Leveling

广西钦州港二期码头抛石基床的水下爆夯

Strengthening foundation by underwater explosive ramming for second phase dock of Qingzhou Harbor in Guangxi Region

橡胶阻滑板与抛石基床摩擦系数统计特性与影响因素

Statistical Feature of Friction Coefficient between Anti-Sliding Rubber Sheets and Rubble Mound Foundations and its Influencing Factors

指出影响后倾坡度变化的主要因素是码头断面的结构型式，抛石基床的密实度以及基床顶部的整平层厚度。

The compaction of rubble mound foundation and thickness of the graded layers on top of this foundation .

研究讨论了重力式码头厚抛石基床内部水平滑移破坏问题，并提出了一套简化的计算分析方法。

Horizontal slipping in the deep rubble-bedding of gravity quays was studied and a simplified method was put forward .

漳州港4~、5~泊位抛石基床爆夯施工

Construction Supervision for Explosive Ramming of Rubble Bed of 4 ~ # 5 ~ # Berths of China Merchants Zhangzhou Development Zone

笔者介绍了广西钦州港二期码头抛石基床的爆夯设计和实施。

The design and implementation of underwater explosive ramming for the second phase dock of Qingzhou Harbor in Guangxi Region , are introduced .

文中对成层土地基及有抛石基床情况做了计算，并与常用计算公式的结果进行了比较。

The calculations for layered soil foundations and enrockment foundation bed were done and compared with the results obtained by conventional calculation method .

探讨重力式码头抛石基床重锤夯实施工中在保证质量的前提下提高作业效率的方法。

The method for raising the efficiency of heavy tamping compaction construction of gravity wharf rubble bed under the prerequisite of guaranteeing quality is approached .

漳州港~4、~5泊位水工工程抛石基床爆炸夯实工艺技术总结

A Summary of the Explosive Compaction Technique of Rubble Bed for the Hydraulic Engineering of Zhangzhou Port Berths ~ # 4 ~ # 5 Marine Engineering

抛石基床作为重力式码头和直立式防波堤的基础，对保证这两种结构形式的稳定具有关键性的作用。

As the foundation of gravity wharf and vertical breakwater , rubble bed plays an important role in maintaining the stability of the two kinds of structures .

试析斯摩莱特小说中的罗曼司因素&以《蓝登传》为例橡胶阻滑板与抛石基床摩擦系数统计特性与影响因素

The Elements of Romance in Smollett s Roderick Random ; Statistical Feature of Friction Coefficient between Anti-Sliding Rubber Sheets and Rubble Mound Foundations and its Influencing Factors

利用波浪水槽试验，对波浪作用下沙质底床的孔隙水压力响应进行了研究。试验中观测了不同波况条件下自由底床和有抛石基床防波堤的土体孔隙水压力的变化。

A flume test is used to analyze the variation of pore water pressure and behavior of different areas in sand bed of breakwater under different wave conditions .

国内港口、海岸工程规范还未考虑这一破坏因素，所以，船舶尾流对抛石基床的冲刷影响已成为港口工程设计和施工领域亟待解决的问题。

However , the effect of ship stern flow on rubble bed stability is not taken into consideration in the code of harbor and coastal engineering design in China .

结合钢箱筒结构取代抛石基床作为码头和防波堤基础首次在工程中成功应用的实践，论述了钢箱筒结构特点和作用机理。

Character and action principle of steel cylindrical structure is presented in this paper , which is first applied successfully in wharf and breakwater foundation taking place of rubble bed .