上海地质
上海地質
상해지질
2010年
B11期
94~97
,共null页
岩土工程 标准贯入试验 重型圆锥动力触探试验 桩基
巖土工程 標準貫入試驗 重型圓錐動力觸探試驗 樁基
암토공정 표준관입시험 중형원추동력촉탐시험 장기
ceotechnical engineering; standard penetration test; heavy dynamic penetration test; pile foundation
本文结合哈尔滨市松北区特定的地质岩土结构的特点，对标准贯入试验和重型圆锥动力触探试验及由其得出的岩土工程力学参数进行对比和分析，对桩基设计参数的取值问题进行了分析和评价，结合建筑场地周边环境、水文地质条件和工程地质条件对桩基施工过程中可能遇到的问题提出了针对性建议，希望为类似工程的设计研究和工程的实施提供参考。
本文結閤哈爾濱市鬆北區特定的地質巖土結構的特點，對標準貫入試驗和重型圓錐動力觸探試驗及由其得齣的巖土工程力學參數進行對比和分析，對樁基設計參數的取值問題進行瞭分析和評價，結閤建築場地週邊環境、水文地質條件和工程地質條件對樁基施工過程中可能遇到的問題提齣瞭針對性建議，希望為類似工程的設計研究和工程的實施提供參攷。
본문결합합이빈시송북구특정적지질암토결구적특점，대표준관입시험화중형원추동력촉탐시험급유기득출적암토공정역학삼수진행대비화분석，대장기설계삼수적취치문제진행료분석화평개，결합건축장지주변배경、수문지질조건화공정지질조건대장기시공과정중가능우도적문제제출료침대성건의，희망위유사공정적설계연구화공정적실시제공삼고。
Based on Harbin Songbei specific geological characteristics of soil structure, the Mechanical parameters by standard penetration test and heavy dynamic penetration tests, were Compared and analyzed. Parameters value of pile foundation were analyzed and evaluated. With building sites surrounding environment, hydrogeology and engineering geology conditions, specific proposals were put forward for the problems may be encountered in the course, which is hoped to provide a reference for similar projects when designed and be referenced for the design of similar projects and constructed.
