CAJ | 학술논문

津秦客运专线滨海北站是综合交通枢纽站，是该专线的重要节点。本文基于该工程的地质背景条件和地质灾害监测资料进行分析，对其范围内的地面沉降、饱和粉（砂）土液化和水土腐蚀地质灾害的发育现状进行探讨与分析，并依次应用2阶多项式回归分析、标准贯入试验法、取样分析法分别进行了预测分析，结果表明在现状条件下，本工程近五年地面沉降速率有所减缓，饱和粉（砂）土液化灾害等级为轻微液化一中等液化，浅层水土腐蚀对工程基础中的钢筋混凝土的腐蚀性为中腐蚀。通过进行现状分析和趋势预测，从而为地质灾害防治和确保铁路的安全运营提供信息。
진진객운전선빈해북참시종합교통추뉴참，시해전선적중요절점。본문기우해공정적지질배경조건화지질재해감측자료진행분석，대기범위내적지면침강、포화분（사）토액화화수토부식지질재해적발육현상진행탐토여분석，병의차응용2계다항식회귀분석、표준관입시험법、취양분석법분별진행료예측분석，결과표명재현상조건하，본공정근오년지면침강속솔유소감완，포화분（사）토액화재해등급위경미액화일중등액화，천층수토부식대공정기출중적강근혼응토적부식성위중부식。통과진행현상분석화추세예측，종이위지질재해방치화학보철로적안전운영제공신식。
North Binhai station is a crucial transportation junction of Tianjin-Qinhuangdao Passenger Dedicated Line. This paper, based on the analysis of North Binhai Station geological condition and existing geological disaster monito- ring data, first analyzes the station＇s present geological disaster situation including land subsidence, saturated silts/ sands liquefaction and water and soil corrosion. Then the paper gives a predictive analysis of above geological disaster situation through second-order polynomial regression model analyses, standard penetration test and sampling respec- tively. And the result indicates that in the next five years, if the current situation remains, land subsidence will slow down, saturated silts/sands liquefaction grade will be light liquefaction to middle liquefaction and shallow groundwater and soil corrosion will be moderately corrosive. By the analysis and projection above, this paper intends to provide useful information for the geological disasters prevention and safe railway operation.