黄冈长江干堤崩岸段地基土性状与工程处理措施  

GROUND BASE SOILS GEOLOGICAL CONDITIONS AND ENGINEERING MEASURES OF THE CHANGJIANG BANK COLLAPSES AT HUANGGANG

作　　者：张胜军[1] 詹世斌[1] 

机构地区：[1]水利部长江勘测技术研究所

出　　处：《湖北地矿》2003年第1期45-48,共4页Hubei Geology & Mineral Resources

摘　　要：通过工程地质勘探与土工试验,本文分析了黄冈长江干堤北永堤段崩岸段护岸工程地基土的结构及性状,提出地基土的物理力学参数,着重阐述了崩岸的工程地质条件及所采取的护岸工程处理措施。Based on the engineering geologic exploration and soil test,the characteristics of the Changjiang bank collapse's ground base soil at Huanggang were clear,and the mechanical parameters were determined.In this pa- per,the geological conditions of the revetment works and the engineering measures for the bank collapse were de- scribed in detail.

关 键 词：工程地质勘探 土工试验 护岸工程 地基土 工程地质条件 堤防 

分 类 号：TV871.4[水利工程—水利水电工程]